Post on 07-Feb-2018
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 4
PAGETITLESTANDARD
SECTION 1300-TRAFFIC CONTROL
INDEX OF SHEETS
1300.0102/16
SE-5
SE-4
SE-3
SE-2
SE-1
LP-3
LP-1,2
LF-1
PF-8
FB-2
SP-5,6,7,8,9
PA-3,4
PA-1,2
WD-2
WD-1
SMD-1,2
TA-1
SMB-3
SMB-2
SMB-1
SM-3
SW-2
SW-1
PF-2
MP-3
MP-2
MP-1
CF-4
CF-3
CF-2
CF-1
1312.50
1312.40
1312.30
1312.20
1312.10
1311.20
1311.10
1310.20
1310.12
1309.10
1308.10
1307.11
1307.10
1306.20
1306.10
1305.10
1304.10
1303.42
1303.41
1303.40
1303.30
1303.20
1303.10
1302.30
1302.27
1302.26
1302.25
1302.24
1302.20
1302.10
1301.40
1301.30
1301.20
1301.10
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
HIGH MAST LIGHT POLE
LIGHTING POLE DETAILS CONVENTIONAL AND OFFSET
LIGHTING POLE FOUNDATION
SIGNAL POLE FOUNDATION
FLASHING BEACON
PEDESTRIAN SIGNAL INDICATION
PEDESTRIAN ACTUATION DETAILS
PEDESTRIAN ACTUATION
WOOD POLE WIRING AND RIGGING
STEEL STRAIN SIGNAL POLE WIRING AND RIGGING DETAILS
SIGN MOUNTING DETAILS
TETHER WIRE DETAILS
SIGNAL HEAD MOUNTING DETAILS - POLE SIDE MOUNTING BRACKET
SIGNAL HEAD MOUNTING DETAILS - POLE TOP WITH TERMINAL COMPARTMENT AND BRACKET
SIGNAL HEAD MOUNTING DETAILS - POLE TOP
SIGNAL HEAD MOUNTING DETAILS - MAST ARM
SIGNAL HEAD MOUNTING DETAILS SPAN WIRE
SIGNAL HEAD MOUNTING DETAILS SPAN WIRE
PEDESTAL POLE AND FOUNDATION
SIGNAL POLE DETAILS (MAST ARM SIGNAL POLE MAXIMUM LOADING STANDARDS)
SIGNAL POLE DETAILS (MAST ARM SIGNAL POLE MAXIMUM LOADING STANDARDS)
SIGNAL POLE DETAILS (MAST ARM SIGNAL POLE MAXIMUM LOADING STANDARDS)
SIGNAL POLE DETAILS (MAST ARM AND COMBINATION LUMINAIRE MAST ARM POLE)
SIGNAL POLE DETAILS (STRAIN AND COMBINATION LUMINAIRE STRAIN POLE)
SIGNAL POLE DETAILS (MAST ARM AND COMBINATION LUMINAIRE MAST ARM POLE) VOID
CABINET FOUNDATION DETAILS TYPE A TRAFFIC SIGNAL CABINET AND UPS
CABINET FOUNDATION DETAILS TYPE B TRAFFIC SIGNAL EQUIPMENT
CABINET FOUNDATION DETAILS
CABINET FOUNDATION DETAILS TYPE A TRAFFIC SIGNAL EQUIPMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGETITLESTANDARD
INDEX OF SHEETS
SECTION 1300 - TRAFFIC CONTROL
02/16
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 4
1300.02
REVISION DATE
SSP-VA
STP-1
WSP-1
PCS-1
ECI-1,2
JB-S1,S2,S3
JB-R1,R2
TS-1
TD-1A,B,C
CCW-1
SE-11
SE-10
SE-9
SE-8
SE-7
SE-6
VA SIGN STRUCTURE
VA SIGN STRUCTURE
VA SIGN STRUCTURE
VA SIGN STRUCTURE
SQUARE TUBE SIGN POST MOUNTING HEIGHTS OF SIGN INSTALLATIONS
SQUARE TUBE SIGN POST SIGN BRACING DETAILS
SQUARE TUBE SIGN POST SIGN BRACING AND SIGN PANEL ATTACHMENT DETAILS
SQUARE TUBE SIGN POST FOUNDATION TYPE F DETAILS
SQUARE TUBE SIGN POST FOUNDATION TYPE D AND E DETAILS
SQUARE TUBE SIGN POST FOUNDATION TYPE B AND C DETAILS
SQUARE TUBE SIGN POST FOUNDATION TYPE C DETAILS
SQUARE TUBE SIGN POST FOUNDATION TYPE B DETAILS
SQUARE TUBE SIGN POST FOUNDATION TYPE A DETAILS
SQUARE TUBE SIGN POST
SQUARE TUBE SIGN POST
SQUARE TUBE SIGN POST
TEMPORARY SIGNS (FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES) SQUARE TUBE POST SIGN STRUCTURES - ATTACHMENT DETAILS
TEMPORARY SIGNS (FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES) SQUARE TUBE POST SIGN STRUCTURES - ATTACHMENT DETAILS
TEMPORARY SIGNS (FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES) WOOD POST SIGN STRUCTURES - ATTACHMENT DETAILS
TEMPORARY SIGNS (FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES) WOOD POST SIGN STRUCTURES
TEMPORARY SIGNS (FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES) WOOD POST OR SQUARE TUBE POST SIGN STRUCTURES
TEMPORARY SIGNS (FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES) WOOD POST AND SQUARE TUBE POST SIGN STRUCTURES
PROCEDURES FOR CALCULATING CENTROID AND TOTAL SQUARE FOOTAGE OF SIGN PANEL
ELECTRICAL CONDUIT AND CONDUCTOR CABLE
JUNCTION BOX NON-DELIBERATE TRAFFIC USE
JUNCTION BOX TRAFFIC USE
TYPICAL ONE-WAY BRIDGE SIGNAL VOID
LOOP DETECTOR
CONTROL CENTER WIRING
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
ELECTRICAL SERVICE
1322.13
1322.12
13.22.11
1322.10
1321.21
1321.20
1321.19
1321.18
1321.17
1321.16
1321.15
1321.14
1321.13
1321.12
1321.11
1321.10
1320.15
1320.14
1320.13
1320.12
1320.11
1320.10
1319.10
1318.10
1317.20
1317.10
1316.10
1315.10
1314.10
1313.20
1313.10
1312.90
1312.80
1312.70
1312.60
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 3 OF 4
PAGETITLESTANDARD
SECTION 1300-TRAFFIC CONTROL
INDEX OF SHEETS
1300.0302/16
TYPICAL PAVEMENT MARKING SIGNALIZED INTERSECTIONS VOID
TYPICAL PAVEMENT MARKING CROSSWALK MARKINGS
TYPICAL PAVEMENT MARKING SIGNALIZED INTERSECTIONS
TYPICAL PAVEMENT MARKING SIGNALIZED INTERSECTIONS
TYPICAL PAVEMENT MARKING UNSIGNALIZED INTERSECTIONS
TYPICAL PAVEMENT MARKING LIMITED ACCESS LANE DROP
TYPICAL PAVEMENT MARKING INTERCHANGE
MILEPOST MARKERS & U-TYPE STEEL POST
INTERSTATE ROAD EDGE DELINEATORS
ROAD EDGE DELINEATOR
PUNCHING REQUIREMENTS FOR SIGN PANELS
SIGN PANEL DESIGN
SIGN PANEL DESIGN
SIGN PANEL DESIGN
SIGN PANEL DESIGN
SIGN PANEL DESIGN
EXTRUDED SIGN PANEL DESIGN
SIGN PANEL DESIGN
OVERHEAD SIGN STRUCTURE HANGER AND LUMINAIRE DETAIL
OVERHEAD SIGN STRUCTURE SIGN HANGER AND LUMINAIRE RETRIEVAL DETAIL
OVERHEAD SIGN STRUCTURE ELECTRICAL DETAILS FOR SIGN LIGHTING
OVERHEAD SIGN STRUCTURE FOUNDATION DETAILS
OVERHEAD SIGN STRUCTURE GUSSET PLATE CONNECTION
OVERHEAD SIGN STRUCTURE SOCKETED BASE PLATE CONNECTION
OVERHEAD SIGN STRUCTURE TYPICAL DETAILS
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
INTERSTATE SIGN STRUCTURE
1330.40
1330.33
1330.32
1330.31
1330.30
1330.20
1330.10
1328.10
1327.20
1327.10
1326.10
1325.70
1325.60
1325.50
1325.40
1325.30
1325.20
1325.10
1324.16
1324.15
1324.14
1324.13
1324.12
1324.11
1324.10
1323.19
1323.18
1323.17
1323.16
1323.15
1323.14
1323.13
1323.12
1323.11
1323.10
PM-4
PM-3
PM-2
PM-1
MM-1 & USP-1
ED-3
ED-2
PRS-1
SPD-7
SPD-6
SPD-5
SPD-4
SPD-3
SPD-2
SPD-1
OSS-1
SSP-VIA
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGETITLESTANDARD
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 4
1300.04
REVISION DATE
INDEX OF SHEETS
SECTION 1300 - TRAFFIC CONTROL
02/16
PM-10
PM-9
PM-8
PM-7
PM-6
PM-5
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ROUTE SHIELD DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ROUTE SHIELD DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ROUTE SHIELD DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ROUTE SHIELD DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SQUARE FOOT AREAS OF ROUTE SHIELD SYMBOLS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SYMBOL DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SYMBOL DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SYMBOL DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SYMBOL DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ARROW DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ARROW DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ARROW DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS SQUARE FOOT AREAS OF SYMBOLS AND ARROWS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS WORDS DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS LETTERS AND NUMERALS DETAILS
PAVEMENT MARKING LOCATION DETAILS
TYPICAL PAVEMENT MARKER LOCATION DETAILS
TYPICAL PAVEMENT MARKER LOCATION DETAILS
TYPICAL PAVEMENT MARKING RAILROAD-HIGHWAY GRADE CROSSING
TYPICAL PAVEMENT MARKINGS BICYCLE LANE AND MARKED SHARED LANE
TYPICAL PAVEMENT MARKINGS BICYCLE LANE
TYPICAL PAVEMENT MARKING TWO WAY LEFT-TURN LANE
TYPICAL PAVEMENT MARKING LEFT TURN PAVEMENT MARKED MEDIAN
1340.24
1340.23
1340.22
1340.21
1340.20
1340.19
1340.18
1340.17
1340.16
1340.15
1340.14
1340.13
1340.12
1340.11
1340.10
1330.90
1330.81
1330.80
1330.70
1330.61
1330.60
1330.51
1330.50
CF-1
FRONT VIEW
TOP VIEW
SIDE VIEW
36"
6"
4"
6"
4"
6"
4"
SIZE AND NUMBER
AS REQUIRED BY
GROUNDING ELECTRODE
FINISHED
SURFACE
NOTES:
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
ANCHOR
BOLT
ROAD AND BRIDGE STANDARDS
REVISION DATE
1301.10
SHEET 1 OF 1
SURFACE
FINISHED
( SLOPED TO DRAIN AWAY FROM CABINET )
CONDUIT AS SPECIFIED ON CONTRACT
DOCUMENTS FOR POWER SERVICE
ADJACENT TO FRONT CABINET DOOR
CLASS A3 CONCRETE PAD
CONTRACT DOCUMENTS
3-2" MINIMUM SPARE CONDUITS REQUIRED FOR FUTURE USE
SHALL BE STUBBED OUT AND CAPPED. NOTE THAT ADDITIONAL
SPARE CONDUITS MAY BE REQUIRED BY THE CONTRACT DOCUMENTS.
1-1" MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR
SE
E
NO
TE 4
1 & 2
SEE NOTE
DEPTH
FOR CONDUIT
SEE ECI-1, 2
3" MAX.
2" MIN.
(2% MAX)
FROM CABINET
DRAIN AWAY
SLOPED TOAND CABINET
AFTER INSTALLATION OF THE NUTS, WASHERS
ƒ" ABOVE THE TOP OF THE NUT
THE ANCHOR BOLTS SHALL EXTEND ‚" TO
1 & 2
NOTE
SEE
LC
3"
3"
AGGR. TO 3" BELOW CONDUIT
BACKFILL WITH NO. 25 OR 26
GROUNDING ELECTRODE
3"
18"
TO 3" BELOW CONDUIT
NO. 25 OR 26 AGGR.
BACKFILL WITHCLASS A3 CONCRETE
SEE NOTE 4
WITH 2" 90 DEGREE BEND
MIN. 16" LONG
ƒ" ANCHOR BOLT
GROUNDING ELECTRODE CONDUCTOR
CONDUCTOR
GROUNDING ELECTRODE
MIN.
4"
TRAFFIC SIGNAL EQUIPMENT CABINET.
CF-1 FOUNDATION IS INTENDED FOR USE WITH TYPE "A" (NEMA TS-2)6.
EXCAVATED AREAS SHALL BE BACKFILLED WITH AGGREGATE.5.
BEYOND ALL SIDES OF THE CABINET.
FOUNDATION LENGTH AND WIDTH SHALL PROJECT A MINIMUM 4"4.
SEALANT.
JOINTS SHALL BE SEALED WITH AN APPROVED WATERPROOF SILICONE
THE CONTROLLER CABINET AT THE INSIDE AND OUTSIDE FOUNDATION3.
CABINET SHALL BE CENTERED ON FOUNDATION.2.
CABINET.
ANCHOR BOLTS AND BOLT TEMPLATE SHALL BE FURNISHED WITH1.
703
700
CABINET FOUNDATION DETAILS
TYPE A TRAFFIC SIGNAL EQUIPMENT
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
FRONT VIEW
TOP VIEW
SIDE VIEW
3"
36"
6"
4"
6"
4"
SIZE AND NUMBER
AS REQUIRED BY
ADDITIONAL SPARE CONDUITS MAY BE REQUIRED
GROUNDING ELECTRODE
FINISHED
SURFACE
NOTES:
CF-2
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1301.20
REVISION DATE700
10"
•" ANCHOR BOLT
GROUNDING ELECTRODE
FINISHED
SURFACE
( SLOPED TO DRAIN AWAY FROM CABINET )
TO 3" BELOW CONDUIT
NO. 25 OR 26 AGGR.
BACKFILL WITH
CLASS A3 CONCRETE PAD
CONDUIT AS SPECIFIED ON CONTRACT
DOCUMENTS FOR POWER SERVICE
1 & 2
SEE NOTE
ANCHOR
BOLT
1 & 2
NOTE
SEE
SE
E
NO
TE 4
2-2" MINIMUM SPARE CONDUITS REQUIRED FOR FUTURE USE
SHALL BE STUBBED OUT AND CAPPED. NOTE THAT
BY THE CONTRACT DOCUMENTS.
ELECTRODE CONDUCTOR
1-1" MIN. CONDUIT REQUIRED FOR GROUNDING
CONTRACT DOCUMENTS
CABINET
INSTALLATION OF THE NUTS, WASHERS AND
ABOVE THE TOP OF THE NUT AFTER
THE ANCHOR BOLTS SHALL EXTEND ‚" TO ƒ"
DEPTH
CONDUIT
FOR
ECI-1, 2
SEE
CLASS A3 CONCRETE
SEE NOTE 4
AGGR. TO 3" BELOW CONDUIT
BACKFILL WITH NO. 25 OR 26
3"
3"
(2% MAX)
FROM CABINET
DRAIN AWAY
SLOPED TO
3" MAX.
2" MIN.
MIN. 8" LONG
DEGREE BEND
WITH 1 •" 90
GROUNDING ELECTRODE CONDUCTOR
GROUNDING ELECTRODE CONDUCTOR
MIN.
4"
CABINET FOUNDATION DETAILS
INSTALLED ON CF-2 FOUNDATIONS.
TYPE A AND TYPE B TRAFFIC SIGNAL CABINETS SHALL NOT BE6.
EXCAVATED AREAS SHALL BE BACKFILLED WITH AGGREGATE.5.
BEYOND ALL SIDES OF THE CABINET.
FOUNDATION LENGTH AND WIDTH SHALL PROJECT A MINIMUM 4"4.
SEALANT.
JOINTS SHALL BE SEALED WITH AN APPROVED WATERPROOF SILICONE
THE CONTROL CENTER CABINET AT THE INSIDE AND OUTSIDE FOUNDATION 3.
CABINET SHALL BE CENTERED ON FOUNDATION.2.
CABINET.
ANCHOR BOLTS AND BOLT TEMPLATE SHALL BE FURNISHED WITH1.
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
CF-3
FRONT VIEW
TOP VIEW
SIDE VIEW
6"
36"
38"
36"
NOTE THAT ADDITIONAL SPARE CONDUITS
NOTES:
REFERENCE
SPECIFICATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
1301.30
SHEET 1 OF 2
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIZE AND NUMBER OF CONDUITS
GROUNDING ELECTRODE
FUTURE USE SHALL BE STUBBED AND CAPPED.
GROUNDING ELECTRODE
3"
4"4"
FINISHED SURFACE
4" REQUIRED ABOVE
38"
28"
3"
CABINET FOUNDATION
WASHERS AND CABINET
AFTER INSTALLATION OF THE NUTS,
THE TOP OF THE NUT
EXTENDED ‚" TO ƒ" ABOVE
THE ANCHOR BOLTS SHALL BE
FINISHED SURFACE
CLASS A3 CONCRETE PAD
AS REQUIRED BY CONTRACT DOCUMENTS
FROM CABINET, 2% MAX)
(SLOPED TO DRAIN AWAY
MAINTENANCE PAD
CLASS A3 CONCRETE
CLASS A3 CONCRETE PAD
CONDUIT AS SPECIFIED ON CONTRACT
DOCUMENTS FOR POWER SERVICE
1-1" MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR
3-2" MINIMUM SPARE CONDUITS REQUIRED FOR
CLASS A3 CONCRETE
MAY BE REQUIRED BY THE CONTRACT DOCUMENTS.
1 & 2
SEE NOTE
3" MAX.
2" MIN.
(2% MAX)
FROM CABINET
DRAIN AWAY
SLOPED TO
SEE NOTE 1 & 2
DEPTH
CONDUIT
2 FOR
SEE ECI-1,
ANCHOR BOLT
3" MAX.
2" MIN.
6"
WITH 5" 90 DEGREE BEND
MIN. 16" LONG
ƒ" ANCHOR BOLT
GROUNDING ELECTRODE CONDUCTOR
3" BELOW FOUNDATION
OR 26 AGGR. TO
BACKFILL WITH NO. 25
BELOW FOUNDATION
AGGR. TO 3"
NO. 25 OR 26
BACKFILL WITH
CONDUCTOR
GROUNDING ELECTRODE
MIN.
4"
CABINET FOUNDATION DETAILS
TYPE B TRAFFIC SIGNAL EQUIPMENT703
700
ARRANGEMENT PLAN FOR APPROVAL PRIOR TO PLACEMENT.
CIRCULAR PATTERN. THE CONTRACTOR SHALL SUBMIT A CONDUIT
CONDUITS ENTERING THE FOUNDATION SHALL BE ARRANGED IN A7.
(CALTRANS MODEL 332) TRAFFIC SIGNAL EQUIPMENT CABINET.
CF-3 FOUNDATION IS INTENDED FOR USE WITH TYPE "B"6.
EXCAVATED AREAS SHALL BE BACKFILLED WITH AGGREGATE.5.
THE CABINET.
PROJECT NO LESS THAN A MINIMUM 4" BEYOND ALL SIDES OF
FOUNDATION LENGTH AND WIDTH SHALL BE AS REQUIRED TO4.
WATERPROOF SILICONE SEALANT.
FOUNDATION JOINTS SHALL BE SEALED WITH AN APPROVED
THE CONTROLLER CABINET AT THE INSIDE AND OUTSIDE3.
ON FOUNDATION.
CABINET ON BASE ADAPTER (METAL RISER) SHALL BE CENTERED2.
RISER) SHALL BE FURNISHED WITH CABINET.
ANCHOR BOLTS, BOLT TEMPLATE, AND BASE ADAPTER (METAL1.
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
.
REVISION DATE
CF-3
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
1301.31
SHEET 2 OF 2
(SEPARATE PAY ITEM)
CONTROLLER CABINET
MAXIMUM 2'
COMMUNICATION SERVICE CONNECTION DETAIL
CONNECTION
TO COMMUNICATION
2" MINIMUM CONDUIT
BELOW FOUNDATION
OR 26 AGGR. TO 3"
BACKFILL WITH NO. 25
CONTRACT DOCUMENTS)
(SEPARATE PAY ITEM, AS SHOWN ON
(ONE-PIECE, BENT)
1" MINIMUM RIGID METAL CONDUIT
CONTRACT DOCUMENTS)
(SEPARATE PAY ITEM, AS SHOWN ON
BOX SHALL READ "VDOT COMM"
JB-S1 JUNCTION BOX. TOP OF JUNCTION
ELECTRODE
GROUNDING
CABINET FOUNDATION DETAILS
TYPE B TRAFFIC SIGNAL EQUIPMENT703
700
CONTROLLER CABINET PAY ITEM)
INTERFACE BOX (INCLUDED IN
EXTERNAL COMMUNICATIONS
NEW 02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
CF-4
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1301.40
REVISION DATE
FRONT VIEW
TOP VIEW
SIDE VIEW
18"
3"
NOTES:
ELECTRODE
GROUNDING
CONDUIT(S) TO UPS CABINET
CONDUIT(S) TO CONTROLLER CABINET
CABINETUPS
CABINETCONTROLLER
4"
FINISHED
SURFACE
6"
(2% MAX)FROM CABINET DRAIN AWAY SLOPED TO
4"
FINISHED
SURFACE
6"
2"
36"
THE CONTRACT DOCUMENTS.
CONDUIT(S) MAY BE REQUIRED BY
NOTE THAT ADDITIONAL SPARE
BE STUBBED OUT AND CAPPED.
REQUIRED FOR FUTURE USE SHALL
3-2" MINIMUM SPARE CONDUITS
CONTRACT DOCUMENTS
AS REQUIRED BY
NUMBER
CONDUIT(S) SIZE AND
DOCUMENTS FOR POWER SERVICECONDUIT(S) AS SPECIFIED ON CONTRACT
CONDUCTOR
FOR GROUNDING ELECTRODE
1-1" MIN. CONDUIT REQUIRED
CONTRACT DOCUMENTS.
REQUIRED BY THE
CONDUIT(S) MAY BE
THAT ADDITIONAL SPARE
OUT AND CAPPED. NOTE
USE SHALL BE STUBBED
REQUIRED FOR FUTURE
2-2" SPARE CONDUITS
SEE NOTE 4
AND UPS CABINET
CONTROLLER CABINET
BETWEEN
REQUIRED
3-2" CONDUITS
(SLOPED TO DRAIN AWAY FROM CABINET)
TO FRONT CABINET DOORS
CLASS A3 CONCRETE PAD ADJACENT
SE
E
NO
TE 4
CLASS A3 CONCRETE
CABINET. SEE NOTE 8.
NUTS, WASHERS, AND
INSTALLATION OF THE
OF THE NUT AFTER
ƒ" ABOVE THE TOP
SHALL EXTEND ‚" TO
THE ANCHOR BOLTS
3"
SIDE VIEW FOR CLARITY
CABINET AND UPS CABINET NOT SHOWN IN
NOTE: 3-2" CONDUITS BETWEEN CONTROLLER
3" MAX.
2" MIN.
DEPTH
CONDUIT
2 FOR
SEE ECI-1,
ANCHOR
BOLT
& 2
NOTE 1
SEE
1 & 2
SEE NOTE
1 & 2
SEE NOTE
SEE NOTE 1 & 2
BELOW CONDUIT
AGGR. TO 3"
NO. 25 OR 26
BACKFILL WITH
BELOW CONDUITOR 26 AGGR. TO 3" BACKFILL WITH NO. 25
CONDUCTOR
GROUNDING ELECTRODE
CONDUCTOR
ELECTRODE
GROUNDINGELECTRODE
GROUNDING
4" MIN.
WITH 2" 90 DEGREE BEND ANCHOR BOLTS.
EACH CABINET SHALL HAVE FOUR ƒ" DIA. X 16" LONG8.
SECTION 703 OF THE SPECIFICATIONS.
DOOR HINGE LOCATIONS SHALL BE IN ACCORDANCE WITH7.
WITH SEPARATE UPS CABINET.
(NEMA TS-2) TRAFFIC SIGNAL EQUIPMENT CABINET
CF-4 FOUNDATION IS INTENDED FOR USE WITH TYPE "A"6.
AGGREGATE.
EXCAVATED AREAS SHALL BE BACKFILLED WITH5.
A MINIMUM 4" BEYOND ALL SIDES OF THE CABINETS.
THE FOUNDATION WIDTH AND LENGTH SHALL PROJECT4.
AN APPROVED WATERPROOF SILICONE SEALANT.
AND OUTSIDE FOUNDATION JOINTS SHALL BE SEALED WITH
THE CONTROLLER CABINET AND UPS CABINET AT THE INSIDE3.
FOUNDATION.
CABINET SHALL BE CENTERED FROM SIDE TO SIDE ON THE
TOTAL WIDTH OF THE CONTROLLER CABINET AND UPS
CENTERED FROM FRONT TO BACK ON THE FOUNDATION. THE
THE CONTROLLER CABINET AND UPS CABINET SHALL BE2.
WITH BOTH CABINETS.
ANCHOR BOLTS AND BOLT TEMPLATES SHALL BE FURNISHED1.
703
700
CABINET FOUNDATION DETAILS
TYPE A TRAFFIC SIGNAL EQUIPMENT CABINET AND UPS
NEW 02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
MP-3
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIGNAL POLE DETAILS
MAST ARM AND COMBINATION LUMINAIRE MAST ARM POLE
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 4
1302.24
REVISION DATE
GROUNDING LUG
12"
WITH CHAIN
HANDHOLE COVER
8" DRIP LOOP BEHIND HEAD
SEE NOTE 1
MA
X
5'-
0" 1
2"
MA
X.
INTERNAL WIRING
AND POLE FOR
PLATE, TOP CLAMP,
HOLE PROVIDED IN
STREET NAME SIGN
OR SLOPED
MAY BE VERTICAL
FLANGE PLATES
MAST ARM AND
SE
E
NO
TE 4
SE
E
NO
TE 5
POLE CAP
REMOVABLE
REMOVABLE ARM CAP
(ABOVE HANDHOLE)
ID TAG
MIN.
2"
OF ARM
ON BACK
ID TAG
(SEPARATE PAY ITEM)
PF-8 FOUNDATION
NOTES:
HANDHOLE COVER WITH CHAIN
NEW 02/16
STANDARD PA-2)
BUTTON (SEE
PEDESTRIAN PUSH
(SEE NOTE 2)
SIGNAL WIRING HOLE
TRUSS TYPE LUMINAIRE ARM
SEE NOTE 8
DOCUMENTS
THE CONTRACT
OTHERWISE IN
SPECIFIED
UNLESS
BACKPLATES
ROADWAY SURFACE
PO
LE
LE
NG
TH - S
EE
NO
TE 1
PO
LE
LE
NG
TH - S
EE
NO
TE 1
(6' X 8' MIN.)
COVER WITH LOCK
HINGED HANDHOLE
MIN.
24"
MAST ARMS.
11. SEE THE CONTRACT DOCUMENTS FOR ANGLE BETWEEN DUAL
THE BOTTOM.
SINGLE ARM CONNECTIONS WITH THE LONGER MAST ARM ON
10. DUAL MAST ARM CONNECTIONS MAY BE MADE BY USING TWO
WILL BE ALLOWED.
THRU-BOLTS. NEITHER WELDED STUDS NOR THREADED PLATES
9. MAST ARMS SHALL BE CONNECTED TO THE POLE USING
USE OF SPACERS OR SHIMS.
MANUFACTURER'S INSTALLATION INSTRUCTIONS WITHOUT THE
8. POLE CLAMP SHALL BE INSTALLED IN ACCORDANCE WITH
OF ZINC.
SHALL BE SMOOTH AND FREE OF BURRS, DENTS, OR LUMPS
SHALL ACHIEVE A SNUG TIGHT JOINT. MATING SURFACES
7. MAST ARMS MAY BE SPLICED. IF SPLICED, FIELD ASSEMBLY
STRUCTURE.
HANDHOLES THAT ARE LOCATED MORE THAN 4 FEET UP THE
6. A "J" HOOK FOR WIRE SUPPORT SHALL BE PLACED NEAR ALL
THE CONTRACT DOCUMENTS
LUMINAIRE ARM LENGTH AS PER
CONTRACT DOCUMENTS.
AND BACKPLATE) SHALL BE AS PER THE
THE SIGNAL HOUSING (INCLUDING BRACKETS
PEDESTRIAN PATH) TO THE LOWEST POINT OF
PAVEMENT SURFACE IF THERE IS NO
PATH (OR THE HIGHEST POINT OF THE
5. THE MOUNTING HEIGHT FROM THE PEDESTRIAN
HOUSINGS.
B. 25' MAXIMUM TO THE TOPS OF THE SIGNAL
BACKPLATES) AND SIGNS.
SIGNAL HEAD ASSEMBLIES (INCLUDING
ACTIVITIES) TO THE LOWEST POINT OF THE
A. 16' MINIMUM (15' MINIMUM FOR MAINTENANCE
PAVEMENT SURFACE SHALL BE:
CLEARANCE FROM THE HIGHEST POINT OF THE
4. AFTER THE LOADS ARE APPLIED, THE VERTICAL
BE AS SHOWN IN THE CONTRACT DOCUMENTS.
3. THE ALIGNMENT OF THE LUMINAIRE ARM SHALL
STANDARD SM-3 HANGER ASSEMBLIES.
WIRING SHALL BE CONCEALED IN THE
HANGER ASSEMBLIES ARE REQUIRED. SIGNAL
THE HANGER ASSEMBLY WHEN STANDARD SM-3
THE BOTTOM OF THE ARM DIRECTLY BEHIND
2. SIGNAL WIRING HOLE SHALL BE LOCATED ON
1. AS REQUIRED BY THE SPECIFICATIONS.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
NOTES:
3-SECTION SIGNAL HEAD W/ BACKPLATE
4-SECTION SIGNAL HEAD W/ BACKPLATE
5-SECTION SIGNAL HEAD W/ BACKPLATE (IN-LINE)
VIDEO CAMERA
DEVICE
8.7 SF
11.0 SF
13.75 SF
13.4 SF
1.00 SF
SURFACE AREA
65 LBS
80 LBS
105 LBS
95 LBS
22 LBS
DEAD LOAD
22.5 LBS
26.7 LBS
66 LBS
7.5 SF
10.5 SF
30 SF
(SEE NOTES 5 & 6)
5-SECTION SIGNAL HEAD W/ BACKPLATE (DOGHOUSE/CLUSTER)
(SEE NOTE 6)
30" x 36" SIGN
36" x 42" SIGN
12' x 2.5' STREET NAME SIGN
15' x 2.5' STREET NAME SIGN 37.5 SF 88.5 LBS
SP-9 PEDESTRIAN SIGNAL HEAD 2.4 SF
A
B
C
D
30 LBS
MP-3
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SIGNAL POLE DETAILS
NEW 02/16
MAST ARM SIGNAL POLE MAXIMUM LOADING STANDARDS
ROAD AND BRIDGE STANDARDS
REVISION DATE
1302.25
SHEET 2 OF 4
�
�
EQUIPMENT SIZES ARE PROPOSED.
STANDARD SHALL BE USED FOR THE STRUCTURE AND FOUNDATION DESIGN, EVEN IF LIGHTER LOADS OR SMALLER
6. UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS, EQUIPMENT LOADS AND SIZES SHOWN IN THIS
5. THE AREAS PROVIDED DO NOT TAKE INTO ACCOUNT THE WIND DRAG COEFFICIENT.
SAME DIRECTION (FACING WIND). THERE SHALL BE NO DEDUCTIONS FOR DEVICES MOUNTED AT ANGLES.
4. FOR THE PURPOSES OF WIND LOAD ANALYSIS, ALL LOADS SHALL BE TREATED AS IF THEY ARE POINTED IN THE
SHALL BE DESIGNED FOR THE WORST-CASE DEAD LOAD AND WIND LOAD CONDITIONS FROM EITHER ARM.
3. FOR DUAL MAST ARM STRUCTURES WITH TWO ARMS AT 90 DEGREES TO EACH OTHER, THE POLE AND FOUNDATION
POLES AND FOUNDATIONS.
HAVE NEGLIGIBLE WEIGHT AND SURFACE AREA FOR THE PURPOSES OF STRUCTURAL DESIGN OF THE MAST ARM
2. EMERGENCY VEHICLE PREEMPTION DEVICES, PEDESTRIAN PUSH BUTTONS, AND ANTENNAE SHALL BE CONSIDERED TO
THE STRUCTURE IS A DUAL ARM STRUCTURE WHERE THE ARMS ARE NOT AT 90 DEGREES TO EACH OTHER.
IS SHOWN ON THIS STANDARD FOR THE PROPOSED ARM LENGTH.
THE WIND LOADS OR DEAD LOADS ON THE MAST ARM STRUCTURE SPECIFIED ON THE PLANS WILL EXCEED WHAT
THE FOLLOWING SITUATIONS WHERE THE STRUCTURE SHALL REQUIRE A PROJECT-SPECIFIC DESIGN:
1. THESE LOADING REQUIREMENTS SHALL BE USED FOR THE DESIGN OF ALL NEW MAST ARM STRUCTURES, EXCEPT IN
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
60'
49'
40'
30'
1'
3'
11'
3'
11'
3'
11'
60'
1'
3'
10'
4'
30'
11' 10'
1'
3'
11'
40'
3'
11'
10' 20'
1'
3'
11'
3'
11'
3'
49'
24'15'
46'11'
NOTES:
26'
16'
17'
19'
D
C
C
C
B
B
B
B
A
AA
A
A A
SEE SHEET 2 FOR NOTES.
POLE LOADING DETAIL
15'
10.5'
2'
DETAIL
LOADING
SEE POLE
DETAIL
LOADING
SEE POLE
DETAIL
LOADING
SEE POLE
DETAIL
LOADING
SEE POLE
4'
8'
7.5'
12.5'
7'
4'
MP-3
TH
E
CO
NT
RA
CT
DO
CU
ME
NT
S
UN
LE
SS
SP
ECIFIE
D
OT
HE
RWIS
E IN
18'
MA
ST
AR
M
MO
UN
TIN
G
HEIG
HT
SIGNAL POLE DETAILSMAST ARM SIGNAL POLE MAXIMUM LOADING STANDARDS
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
700
NEW 02/16
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 4
1302.26
REVISION DATE
10'
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
MP-3
1' 11' 11' 11' 11' 11'
75'
3' 3' 3' 4'
22' 45'
75'
1'
3'
6' 6' 6' 6' 6' 12' 12'
1' 11'
3'3'
11' 11'
3' 4'
11'
40'22'
70'
65'
12'
70'
1'
3'
11'
3'
11'
3'
11'
4'
11'
35'
65'
3' 3' 3'4'
4-SECTION 3-SECTION 3-SECTION
54'12'
4'
20'
20'
19'
25'
DOGHOUSE/CLUSTER
5-SECTION
D
D
D
B
B
BAAA
A AA AB B
AA A
AA A
22'
NOTES:
DETAIL
LOADING
SEE POLE
DETAIL
LOADING
SEE POLE
DETAIL
LOADING
SEE POLE
DETAIL
LOADING
SEE POLE
(CASE 2 LOADING)
75'
(CASE 1 LOADING)
75'
9'
9.5'
SEE SHEET 2 FOR NOTES.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SIGNAL POLE DETAILS
NEW 02/16
MAST ARM SIGNAL POLE MAXIMUM LOADING STANDARDS
ROAD AND BRIDGE STANDARDS
REVISION DATE
1302.27
SHEET 4 OF 4
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
4" 4"
VIRGINIA DEPARTMENT OF TRANSPORTATION
703
SW-1
REFERENCE
SPECIFICATION
SIGNAL HEAD MOUNTING DETAILS
SPAN WIRE
ROAD AND BRIDGE STANDARDS
REVISION DATE
1303.10
SHEET 1 OF 1
CABLE RING 18"
SPACING MAXIMUM
CABLE TIE
MAXIMUM MAXIMUM
SPAN WIRE CLAMP
SPACING MAXIMUM
CABLE TIE
WEATHERHEAD SIGNAL
HANGER
LEVELING PIPE
LOCK NUT
THREADED PIPE
COUPLING
METAL SERRATED
LOCKING RING
SIGNAL HEAD
NIPPLE
LOCK NUT
NOTES:
NEOPRENE O-RING
1 •" CAST
1 •" STEEL
ROAD AND BRIDGE STANDARDS
REVISION DATE
1303.10
SHEET 1 OF 1
ROAD AND BRIDGE STANDARDS
REVISION DATE
1303.10
SHEET 1 OF 1
BOLT
BOLT
TERMINALS WITHIN THE SIGNAL HEAD HOUSING.
SIGNAL HEADS WITH TERMINATION ON THE
THE FIRST SIGNAL HEAD TO ANY ADDITIONAL
THE CABLE SHALL ALSO BE CONTINIOUS FROM
WHEN REQUIRED BY THE CONTRACT DOCUMENTS.
MAY BE ALLOWED ON THE POLE TERMINAL STRIP
WHICH IT APPLIES EXCEPT CABLE TERMINATIONS
THE CABINET TO THE NEAREST SIGNAL HEAD TO
CONDUCTOR CABLES SHALL BE CONTINUOUS FROM2.
CABLE
CONDUCTOR
SIGNAL
CABLE
SIGNAL CONDUCTOR
DETAIL
HANGER ASSEMBLY
ANY GAP.
INSIDE OF THE SPAN WIRE CLAMP TO ELIMINATE
EYELET OF THE HANGER ASSEMBLY AND THE
SPACERS SHALL BE INSTALLED BETWEEN THE3.
SEE TA-1 FOR TETHER WIRE AND CLAMP DETAILS.5.
LOOP PER CABLE)
(MINIMUM ONE
8" DRIP LOOP
CABLE RING 18"
COUPLING BEFORE THE LOCK NUT IS TIGHTENED
BE APPLIED TO THE THREAD AREA ABOVE THE PIPE
AN APPROVED WATERPROOF SILICONE SEALANT SHALL
HEAD ASSEMBLYBETWEEN THE HANGER ASSEMBLY AND SIGNAL SHALL BE APPLIED ON THE CONNECTION AN APPROVED WATERPROOF SILICONE SEALANT
REQUIREMENT IN TA-1.
PLANE WITHIN THE HEIGHT CLEARANCE
SPAN WIRE SHALL BE INSTALLED ON A LEVEL
SIGNAL HEADS AND SIGNS MOUNTED ON THE SAME1.
CLEARLY.EQUIPMENT DETAIL COULD BE SHOWN MOREBACKPLATES INTENTIONALLY NOT SHOWN SO4.
EYELET
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
HANGER ASSEMBLY DETAILS
4" 4"
703
SW-2
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIGNAL HEAD MOUNTING DETAILSSPAN WIRE
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1303.20
REVISION DATE
CABLE TIE
MAX. MAX.
LEVELING ATTACHMENT WITH
SEPARATE CABLE ENTRY
EXTENSION
(WHEN REQUIRED)
NEOPRENE GASKET
LOCK WASHERS
SIGNAL HEAD
ADJUSTABLE SIGNAL HEAD
WASHERS
LOCK
CABLE TIES
ON 6" CENTERS
PULLED FROM
DIRECTION THE SIGNAL CABLE IS
WITH THE ENTRANCE HOLE FACING THE
CABLE ENTRANCE HEAD SHALL BE POSITIONED
NUTS
BOLTS
WEATHERHEAD
NUTS
RING
GASKET
WEATHERHEAD
NOTES:
CABLE
SIGNAL CONDUCTOR CABLE
CONDUCTOR
SIGNALSPACING MAXIMUM
CABLE RING 18"SPACING MAXIMUM
CABLE RING 18"
SPAN WIRE CLAMP
SIGNAL HEAD ASSEMBLY
HANGER ASSEMBLY AND
CONNECTION BETWEEN THE
BE APPLIED ON THE
SILICONE SEALANT SHALL
AN APPROVED WATERPROOF
CABLE)
(MINIMUM ONE LOOP PER
SIGNAL HEAD ASSEMBLY
8" DRIP LOOP BEHIND
CABLE TIE
SEE TA-1 FOR TETHER WIRE AND CLAMP DETAILS.5.
DETAIL COULD BE SHOWN MORE CLEARLY.
BACKPLATES INTENTIONALLY NOT SHOWN SO EQUIPMENT4.
SPAN WIRE CLAMP TO ELIMINATE ANY GAP.
OF THE HANGER ASSEMBLY AND THE INSIDE OF THE
SPACERS SHALL BE INSTALLED BETWEEN THE EYELET3.
TERMINALS WITHIN THE SIGNAL HEAD HOUSING.
ADDITIONAL SIGNAL HEADS WITH TERMINATION ON THE
CONTINUOUS FROM THE FIRST SIGNAL HEAD TO ANY
CONTRACT DOCUMENTS. THE CABLE SHALL ALSO BE
ON THE POLE TERMINAL STRIP WHEN REQUIRED BY THE
APPLIES EXCEPT CABLE TERMINATIONS MAY BE ALLOWED
CABINET TO THE NEAREST SIGNAL HEAD TO WHICH IT
CONDUCTOR CABLES SHALL BE CONTINUOUS FROM THE2.
WITHIN THE HEIGHT CLEARANCE REQUIREMENT IN TA-1.
SPAN WIRE SHALL BE INSTALLED ON A LEVEL PLANE
SIGNAL HEADS AND SIGNS MOUNTED ON THE SAME1.
EYELET
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
ŸÍßÁ€>˜ �ÐßÁmUÇßÁ}�•&9ÊßÁ
ßÁS_¸’àÏßÁ
�|èPhÇßÁK.¢‹+ÐßÁ
ÆËßÁÿÿÿ
Á
±•ÌßÁ
ò0–�ÌßÁ
ýfÊßÁ›òpÌ&ÌßÁßÁ›ò°~NÌßÁ
ÁåþÒ9VÌßÁÁ’"’ÌßÁðÌßÁLL¼KSÍßÁ>Ç�ÌßÁLL<ÓêÍßÁ~fúËßÁLL<¹ñÎßÁÅ‘ÎßÁhÉßÁ†‰=9ïÌßÁvÈßÁlŸ£‚ŽÍßÁ¿ï9ÈßÁ†‰=5 ÏßÁ
‘E�ÎßÁ
Á~˜ÌVoËßÁŒÛŽËßÁ
�!ÌßÁ�mG,ÌÏßÁÂÞÈ[ÊßÁ�˜„•tÊßÁ
ßÁ �švÕ&ÊßÁ�9•uEÏßÁ
POLE TOP MOUNTING CAST ALUMINUM
SIGNAL HEADS ONLY
703
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
SIGNAL HEAD
CAST NIPPLE
NEOPRENE O-RING
METAL SERRATED LOCKING RING
3 (MIN.) STAINLESS STEEL SET
SCREWS REQUIRED
DETAIL
MULTI-WAY MOUNTING
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1303.40
REVISION DATE
CONDUCTOR CABLE
SMB-1
4•" POLE ADAPTOR FOR PF-2 PEDESTAL
CAST NIPPLE ASSEMBLIES.
SIGNAL HEADS MAY BE MOUNTED USING TRI-STUD ASSEMBLIES INSTEAD OF THE4.
SHOWN MORE CLEARLY.
BACKPLATES INTENTIONALLY NOT SHOWN SO EQUIPMENT DETAIL COULD BE3.
SIGNAL DISPLAYS.
MOUNTING BRACKETS SHOWN ARE TYPICAL AND FOR ONE-WAY AND MULTI-WAY2.
SHALL BE A TYPE SPECIFICALLY MANUFACTURED FOR THAT PURPOSE.
IF PEDESTRIAN SIGNAL HEADS ARE BEING INSTALLED, THE MOUNTING ATTACHMENTS1.
THE MOUNTING BRACKET AND SIGNAL HEAD
OUTSIDE OF THE CONNECTION BETWEEN
SEALANT SHALL BE APPLIED ON THE
AN APPROVED WATERPROOF SILICONE
POLE TOP
SIGNAL HEAD MOUNTING DETAILS
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
REVISION DATE
.
SHEET 1 OF 1
POLE TOP MOUNTING CAST ALUMINUM
OR POLYCARBONATE SIGNAL HEADS
703
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIGNAL HEAD MOUNTING DETAILS
TERMINAL COMPARTMENT
WHEN REQUIRED BY
SHALL BE OF A NON-
CORROSIVE MATERIAL
WITH STAINLESS STEEL
SCREWS.
SIGNAL HEAD
METAL
SERRATED LOCKING
RING
CAST
NIPPLE
SIGNAL HEAD
NOTES:
4•" POLE ADAPTOR
DETAIL
MULTI-WAY MOUNTING
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
CONDUCTOR CABLE
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1303.41
REVISION DATE
SMB-2
O-RING
NEOPRENE
CAST NIPPLE ASSEMBLIES.
SIGNAL HEADS MAY BE MOUNTED USING TRI-STUD ASSEMBLIES INSTEAD OF THE4.
SET SCREWS SHALL BE STAINLESS STEEL.3.
SIGNAL DISPLAYS.
MOUNTING BRACKETS SHOWN ARE TYPICAL AND FOR ONE-WAY AND MULTI-WAY2.
SHALL BE A TYPE SPECIFICALLY MANUFACTURED FOR THAT PURPOSE.
IF PEDESTRIAN SIGNAL HEADS ARE BEING INSTALLED, THE MOUNTING ATTACHMENTS1.
POLE TOP WITH TERMINAL COMPARTMENT AND BRACKET
THE MOUNTING BRACKET AND SIGNAL HEAD
OUTSIDE OF THE CONNECTION BETWEEN
SEALANT SHALL BE APPLIED ON THE
AN APPROVED WATERPROOF SILICONE
THE MOUNTING BRACKET AND SIGNAL HEAD
OUTSIDE OF THE CONNECTION BETWEEN
SEALANT SHALL BE APPLIED ON THE
AN APPROVED WATERPROOF SILICONE
CONTRACT DOCUMENTS.
TERMINAL BLOCK
NEW 02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
REVISION DATE
.
SHEET 1 OF 1
OR POLYCARBONATE SIGNAL HEADS
POLE BRACKET MOUNTING CAST ALUMINUM
703
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIGNAL HEAD MOUNTING DETAILS
NOTES:
SIGNAL HEAD
METAL
SERRATED LOCKING
RINGCAST
NIPPLE
SIGNAL HEAD
O-RING
NEOPRENE DOCUMENTS
ON CONTRACT
POLE AS SHOWN
STEEL OR WOOD
CABLE
CONDUCTOR
SEE NOTE 4
SEE NOTE 4
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1303.42
REVISION DATE
SMB-3
NOTE 3.)
BOLTED. SEE
•" HOLE (WHEN
NOTE 3.)
BOLTED. SEE
•" HOLE (WHEN
(WHEN BANDED)
STAINLESS STEEL BAND
(WHEN BANDED)
STAINLESS STEEL BANDTHE MOUNTING BRACKET AND SIGNAL HEAD
OUTSIDE OF THE CONNECTION BETWEEN
SEALANT SHALL BE APPLIED ON THE
AN APPROVED WATERPROOF SILICONE
POLE SIDE MOUNTING BRACKET
THE MOUNTING BRACKET AND SIGNAL HEAD
OUTSIDE OF THE CONNECTION BETWEEN
SEALANT SHALL BE APPLIED ON THE
AN APPROVED WATERPROOF SILICONE
BAND (WHEN BANDED)
STAINLESS STEEL
BAND (WHEN BANDED)
STAINLESS STEEL
ASSEMBLIES INSTEAD OF THE CAST NIPPLE ASSEMBLIES.
SIGNAL HEADS MAY BE MOUNTED USING TRI-STUD6.
SIGNAL HEAD CABLE CONDUIT.
BODY SHALL BE INSTALLED IN BRACKET ARM TO CONNECT
IF SMB-3 IS TO BE MOUNTED ON WOOD POLE A CONDUIT5.
SET SCREWS SHALL BE STAINLESS STEEL.4.
ACCOMPLISHED UTILIZING •" STAINLESS STEEL BOLTS.
POLES MAY BE DRILLED AND TAPPED AND MOUNTING
STEEL BANDS. INSTEAD OF STAINLESS STEEL BANDS, STEEL
BRACKETS SHALL BE MOUNTED TO POLE WITH STAINLESS3.
SIGNAL DISPLAYS.
MOUNTING BRACKET SHOWN IS TYPICAL AND FOR ONE-WAY2.
MANUFACTURED FOR THAT PURPOSE.
MOUNTING ATTACHMENTS SHALL BE A TYPE SPECIFICALLY
IF PEDESTRIAN SIGNAL HEADS ARE BEING INSTALLED, THE1.
NEW 02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
ADJUSTABLE TETHER CLAMP
BRIDLE SPAN ATTACHMENT
TETHER CLAMPTETHER CLAMP
24"
24"
VIRGINIA DEPARTMENT OF TRANSPORTATION703
TA-1
REFERENCE
SPECIFICATION
TETHER WIRE DETAILS ROAD AND BRIDGE STANDARDS
REVISION DATE
1304.10
SHEET 1 OF 1
CUT OFF EXCESS
BELOW CLAMP.
THIMBLEYE BOLT, NUT AND WASHERS
COMPRESSION DEAD-END CLAMP
SLEEVE
COMPRESSION DEAD-END CLAMPLOCK WASHER
FLAT WASHER
LOCK WASHER
FLAT WASHER
FLAT WASHER
LOCK WASHER
SIGNAL HEAD
BOTTOM OF
HOUSING
‚" GUY SLEEVE
OR
TETHER STEM ƒ"
‚" GUY
‚" SPAN WIRE SADDLE CLAMP
FIVE-SECTION HEAD CLUSTER
NOTES:
FRONT VIEW SIDE VIEW
CLAMPTETHER ADJUSTABLE
SPAN WIRE
ON CONTRACT DOCUMENTS
OR WOOD POLE AS SHOWN
STEEL STRAIN SIGNAL POLE
THREE BOLT CLAMP OR
THREE BOLT CLAMP
WIRE
GRADE TETHER
‚" COMMON
SEE NOTE 3
WIRING AND RIGGING SHALL BE IN ACCORDANCE WITH STANDARD WD-1 AND WD-2.1.
REFER TO STANDARD SMD-1 FOR SIGN PANEL ATTACHMENT DETAIL.2.
B. 25' MAXIMUM TO THE TOP OF THE SIGNAL HOUSING.
THE SIGNAL HEAD ASSEMBLY (INCLUDING BACKPLATE) AND SIGNS.
16' MINIMUM (15' MINIMUM FOR MAINTENANCE ACTIVITIES) TO THE LOWEST POINT OF A.
POINT OF THE PAVEMENT SURFACE SHALL BE:
AFTER THE LOADS ARE APPLIED, THE VERTICAL CLEARANCE FROM THE HIGHEST3.
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
WD-1
REFERENCE
SPECIFICATION
DETAILS
3"12"36"
18"
GUY SLEEVE
CABLE RINGS
18" SPACING MAXIMUM
SPAN SAG AFTER LOADING
SHALL BE NO GREATER
THAN 5% OF ITS LENGTH
AND NO LESS THAN 3.5%.
THIMBLEYE BOLT
CABLE TIE
BUSHINGS
NOTES:
NIPPLE WELDED OR
SCREWED TO POLE FOR
PROPER BOX DISTANCE
CONDULET
GROUNDING LUG
MINIM
UM
3" FLAT SQUARE WASHERS
ROAD AND BRIDGE STANDARDS
REVISION DATE
1306.10
SHEET 1 OF 1
GROUNDING ELECTRODE
THIMBLEYE FOR SERVICE
ELECTRODE CONDUCTOR
FOR GROUNDING
1 " CONDUIT REQUIRED
4"
4"
PAY ITEM)
(SEPARATE
DOCUMENTS
CONTRACT
ON
SPECIFIED
AS
CABINET
CONTROLLER
CONDUCTORS
GROUNDING ELECTRODE
DOCUMENTS
CONTRACT
ON
AS SPECIFIED
3' MINIMUM OR
UNLESS OTHERWISE SPECIFIED ON CONTRACT DOCUMENTS
CONTRACT DOCUMENTS
CONDUITS AS SPECIFIED ON
STEEL STRAIN SIGNAL POLE WIRING AND RIGGING
FOR METHODS APPROVED FOR CABLE RUNS, SEE STANDARD WD-2.2.
SPAN WIRE IF A SPAN PULL IS TO BE MODIFIED.
A STRAIN INSULATOR(S) MAY BE USED TO EXTEND THE LENGTH OF EXISTING4.
CABLES
CONDUCTOR WASHERS
3" FLAT SQUARE
8" DRIP LOOP DEAD-END CLAMP
COMPRESSION
CLAMPS OR
TWO - 3 BOLT
DOORS AND SLOPED TO DRAIN (2% MAX)
CONCRETE PAD SHALL BE INSTALLED IN FRONT OF CABINET
HANDHOLE
SIGNAL CABLE SHALL BE INSTALLED INSIDE POLE
SPAN WIRE (SEPARATE PAY ITEM)
DOCUMENTS
SURFACE AND LOWEST SIGNAL HEAD, AS SHOWN BY STANDARD MP-2.
ALL SPANS SHALL MAINTAIN THE MINIMUM CLEARANCE BETWEEN PAVEMENT3.
AS SPECIFIED IN CONTRACT
AREAS, SIZED AS SPECIFIED IN CONTRACT DOCUMENTS.
CONCRETE PAD REQUIRED WHEN CABINET MOUNTED ON POLE IN EARTH1.
LUG AT POLE BASE
CONTROLLER CABINET AND GROUNDING
GROUNDING ELECTRODE CONDUCTORS TO
MIN.
4" SURFACE
FINISHED
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
WD-2
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
DETAILS
ANGLES LESS THAN 160°
ANGLES GREATER THAN 160°
3"
18"
THIMBLEYE BOLT
THIMBLEYE NUT
TIE
CABLE
TIE
CABLETWO 3 BOLT CLAMPS
CONDUCTOR
CABLES
GUY SLEEVE
MINIM
UM
8'
GUY GUARD
2" GALV. STEEL PIPE
WEATHERHEAD
CABLE TIE
ANGLE THIMBLEYE
SQUARE WASHERS
3" FLAT
THIMBLEYE BOLT
GUY SLEEVE
THIMBLEYE BOLTS
WASHERS3" FLAT SQUARE
A 6" MINIMUM VERTICAL
CONDUCTOR CABLES
GUY SLEEVE
END OF GUY TO EXTEND
3' BEYOND 3-BOLT
MIN.
TWO 3-BOLT CLAMPS
CABLE TIE
SEPARATION SHALL BE
THIMBLEYE BOLTS
PROVIDED BETWEEN
DEAD-END CLAMP
COMPRESSION
CLAMPS OR
TWO 3 BOLT
703
700
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1306.20
REVISION DATE
WOOD POLE WIRING AND RIGGING
THIMBLEYE FOR SERVICE
3" FLAT SQUARE WASHER
ON CONTRACT DOCUMENTS
3' MINIMUM OR AS SPECIFIED
CONTRACT DOCUMENTS
CONDUIT SIZE AS SPECIFIED ON
ITEM)
(SEPARATE PAY
DOCUMENTS
CONTRACT
SPECIFIED BY
CABINET AS
CONTROLLER
8" DRIP LOOP
CONDUCTOR CABLE
NOTES:
OR COMPRESSION DEAD-END CLAMP
OR COMPRESSION DEAD-END CLAMP
12"
CLAMPS 3' ON CENTER(TOP VIEW)
METHODS APPROVED FOR CABLE RUNS
36"
MAXIMUM
18" SPACING
CABLE RINGS
DEAD-END CLAMP
COMPRESSION
CLAMPS OR
TWO 3 BOLT
THIMBLEYE)
LIEU OF ANGLE
THIMBLEYE IN
POLE(S) (USE
TO OTHER
LIMITATIONS
OR RIGHT OF WAY
WIDTH OF SIDEWALK,
BE DETERMINED BY
LENGTH OF PIPE TO
SPACE REQUIREMENT
OF WAY AND SIDEWALK
COMPENSATE FOR RIGHT
ON POLE AND TO
TO COUNTERACT STRAIN
AND TYPE AS NECESSARY
POLES. DIRECTION, NUMBER
INSTALLED ON ALL WOOD
GUY(S) SHALL BE
CLAMP
DEAD-END
COMPRESSION
CLAMPS OR
TWO 3 BOLT
ROD
ANCHOR
ANCHOR
A SPAN PULL IS TO BE MODIFIED.
EXTEND THE LENGTH OF EXISTING SPAN WIRE IF
A STRAIN INSULATOR(S) MAY BE USED TO3.
PAY ITEM)
(SEPARATE
SPAN WIRE
AND NO LESS THAN 3.5%
THAN 5% OF ITS LENGTH
SHALL BE NO GREATER
SPAN SAG AFTER LOADING
HARDWARE.
DOOR, GUY WIRES, AND ASSOCIATED
ADEQUATE CLEARANCE BETWEEN OPEN CABINET
CABINET SHALL BE MOUNTED TO ALLOW4.
BY STANDARD MP-2.
SURFACE AND LOWEST SIGNAL HEAD, AS SHOWN
MINIMUM CLEARANCE BETWEEN PAVEMENT
ALL SPANS SHALL MAINTAIN THE2.
CLAMP WITH GUY SLEEVE
SPECIFIED ON CONTRACT DOCUMENTS.
MOUNTED ON POLE IN EARTH AREAS, SIZED AS
CONCRETE PAD REQUIRED WHEN CABINET1.
GROUNDING ELECTRODE
CENTERS)
STAPLES (6"
CONTROLLER W/
CONDUCTOR TO
ELECTRODE
GROUNDING
MIN.
4"
TO DRAIN (2% MAX).
DOORS AND SLOPED
FRONT OF CABINET
INSTALLED IN
SHALL BE
CONCRETE PAD
FINISHED SURFACE
DOCUMENTS.
OTHERWISE SPECIFIED BY CONTRACT
AND GUY WIRE SIZE AND PLACEMENT UNLESS
WOOD POLE TO INCLUDE CLASS, TYPE, DEPTH,
CONTRACTOR SHALL FURNISH THE DESIGN OF5.
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
DETAILS
3' 6" T
O
4' 0"
STAINLESS STEEL
GALVANIZED ORPEDESTRIAN PUSH
BUTTON
1" METAL
CONDUIT
CONDUCTORS
"C" CONDULET WITH
COVER AND GASKET
1" METAL
CONDUIT
3' 6" T
O
4' 0"
GROUNDING ELECTRODE
2 -‚" BOLTS
703
700
ROAD AND BRIDGE STANDARDS
REVISION DATE
1307.10
SHEET 1 OF 2
PEDESTRIAN ACTUATION
PA-1
WOOD/CONCRETE POLE
PA-2
SIGNAL/PEDESTAL POLE
MAXIMUM
6"
APPROVED METHOD
BANDS OR OTHER
STAINLESS STEEL POLE
CONDUCTOR
GROUNDING ELECTRODE
HANDHOLE
GROUNDING BUSHING
AB
OV
E
PE
DE
ST
RIA
N
PA
TH
METHOD
APPROVED
OTHER
BANDS OR
STEEL POLE
STAINLESS
DOCUMENTS
THE CONTRACT
AS SPECIFIED IN
R10-3 SERIES SIGN
METHOD
OTHER APPROVED
POLE BANDS OR
STAINLESS STEEL
LUG
GROUNDING
BUTTON
PUSH
PEDESTRIAN
MAXIMUM
6"
STEEL
OR STAINLESS
GALVANIZED
SHALL BE
HARDWARE
ATTACHED
TAPPED.
DRILLED AND
POLE TO BE
AB
OV
E
PE
DE
ST
RIA
N
PA
TH
DOCUMENTS
CONTRACT
SPECIFIED IN
AS
SERIES SIGN
R10-3
PA-1,2
4" MIN.
CONDUCTORS
ITEM)
FOUNDATION PAY
(INCLUDED IN
ELECTRODE
GROUNDING
PAY ITEM)
FOUNDATION
(INCLUDED IN
CONDUIT
BOX
JUNCTION
TO
BOX
JUNCTION
TO
SURFACE
FINISHED
SURFACE
FINISHED
4" MIN.
CONDUCTOR
ELECTRODE
GROUNDING
ITEM)
IN FOUNDATION PAY
CONDUCTOR (INCLUDED
GROUNDING ELECTRODE
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
.
REVISION DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
DETAILS
3' 6" T
O
4' 0"
703
700
ROAD AND BRIDGE STANDARDS
REVISION DATE
1307.11
SHEET 2 OF 2
PEDESTRIAN ACTUATION
PA-4
AB
OV
E
PE
DE
ST
RIA
N
PA
TH
STAINLESS STEEL
GALVANIZED OR
2 -‚" BOLTS
DOCUMENTS
CONTRACT
SPECIFIED IN
SIGN AS
R10-3 SERIES
MAXIMUM
6"
OR STAINLESS STEEL
SHALL BE GALVANIZED
ATTACHED HARDWARE
AND TAPPED.
POLE TO BE DRILLED
SURFACE
FINISHED
6"
6' 0"
GROUNDING LUG
CONDUCTORS
ELECTRODE
GROUNDING
ELECTRODE
GROUNDING
1" CONDUIT
DOOR COVER
SEE NOTE 1
24"
CONCRETE FOUNDATION
DIAMETER ROUND CLASS A3
24" X 24" SQUARE OR 24"
DOCUMENTS
CONTRACT
SPECIFIED ON
CONDUIT AS
CAP
ALUMINUM POST
PEDESTRIAN PUSH BUTTON
POLE
PEDESTAL
PA-3,4
2"
OR STAINLESS STEEL
POLE TO BE DRILLED AND TAPPED.
ATTACHED HARDWARE SHALL BE
GALVANIZED OR STAINLESS STEEL
PEDESTRIAN PUSH BUTTON
2 -‚" BOLTS GALVANIZED
3' 6" T
O
4' 0"
2" CONDUIT CAP
CONDUIT
2" RIGID METAL
4"
WITH COVER AND GASKET
2" ALUMINUM TYPE "C" CONDULET
PA-3
METAL
CONTRACT DOCUMENTS
AS SPECIFIED IN
R10-3 SERIES SIGN
MAXIMUM
6"
AB
OV
E
PE
DE
ST
RIA
N
PA
TH
GROUNDING BUSHING
NOTES:
SURFACE
FINISHED
ELECTRODE
GROUNDING
CONDUCTOR
GROUNDING ELECTRODE
CONDUCTORS
4" MIN.
PREAPPROVED LIST NO. 31
FROM THE DEPARTMENT'S
PREAPPROVED BAG MIX
FOUNDATION OR
CLASS A3 CONCRETE
12" DIA. X 18" DEEP
BOX
JUNCTION
TO
MIN.
4"
CONDUCTORS
BOX
JUNCTION
TO
18"
MIN.
EMBEDDED END.
TEMPLATE. HEAVY HEX NUT ON
ANCHOR BOLTS ON 12" DIAMETER BOLT
4 - ƒ" X 18" STRAIGHT GALVANIZED
NEW 02/16
SEE NOTE 4
DIAMETER
4•" OUTSIDE
2" RIGID METAL CONDUIT
STRUCTURAL TUBE MATERIAL SHALL BE ALUMINUM 6061-T6 WITH MINIMUM 0.337" WALL THICKNESS.4.
SEE PEDESTAL POLE STANDARDS (PF-2) FOR INSTALLATION DETAILS.3.
INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
PEDESTAL POLE SHALL HAVE A BREAKAWAY TRANSFORMER TYPE BASE. THE TRANSFORMER BASE SHALL BE2.
USED TO LOCK SHAFT IN POSITION.APPROVED METHOD SHALL BE
IF POLE SHAFT SCREWS INTO TRANSFORMER BASE INSTEAD OF BEING WELDED, THREE SET SCREWS OR OTHER1.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
12"
12"
12"
12"
18"
16"
9"
9"
12"
12"
9"
MINIM
UM
9"
12"
9"
MINIM
UM
9"
MINIM
UM
MINIM
UM
MINIM
UM
18"
16"
9"
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
DETAILS
SP-5,6,7,8,9
238
703
PEDESTRIAN SIGNAL INDICATION
MINIM
UM
MINIM
UM
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1308.10
REVISION DATE
SP-5
SP-6
SP-7
SP-8
SP-9
NOTES:
GREATER THAN 7 SECONDS.
PEDESTRIAN CHANGE INTERVAL IS
SHALL BE PROVIDED WHERE THE
COUNTDOWN DISPLAYS (SP-8, SP-9)1.
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
WIN
G
HEIG
HT
2’-6" MIN.
4’-0" MIN.
1’-4" MIN.
6"
GROUNDING ELECTRODE
GROUNDING ELECTRODE
4’-0" MIN.
NOTES:
18"
PLAN VIEW
SIDE VIEW
CONDUCTOR
GROUNDING ELECTRODE
700
PF-8
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIGNAL POLE FOUNDATIONINSTALLATION DETAILS
POLE (SEPARATE PAY ITEM)
SEE DETAIL D
(SEE NOTES 1 AND 2)
ANCHOR BOLTS
FOUNDATION
ABOVE
EXTEND 6"
CONDUITS TO
DESIGNER
BY FOUNDATION
AS REQUIRED
REINFORCEMENT
CIRCLE
24" MIN. BOLT
COLUMN MIN.
1% GROSS AREA OF
VERTICAL REINFORCEMENT
SE
E
NO
TE 5
SEE NOTE 5
LIMIT
OF
PA
YM
EN
T
FO
R
FO
UN
DA
TIO
N
4" MIN.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1310.12
REVISION DATE
07/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
16. SPREAD FOOTING MAY BE USED IF APPROVED BY THE ENGINEER.
FOUNDATIONS MAY BE PLACED IMMEDIATELY ADJACENT TO PEDESTRIAN PATH.
MIN. FROM THE EDGE OF A SHARED USE PATH (SEE DETAIL B). IF APPROVED BY THE ENGINEER,
15. THE EDGE OF THE FOUNDATION SHALL BE 1’-0" MIN. FROM THE EDGE OF A PEDESTRIAN PATH, OR 3’-0"
ENGINEER DETERMINES THAT BACK SLOPE PLACEMENT IS NOT FEASIBLE.
HEIGHT ABOVE GRADE. THE FOUNDATION SHALL NOT BE PLACED IN THE FRONT SLOPE UNLESS THE
ENGINEER, FOUNDATIONS MAY BE INSTALLED IN THE SLOPE OF A DRAINAGE DITCH AT AN APPROVED
14. FOUNDATIONS SHALL NOT BE INSTALLED IN THE CENTER OF A DRAINAGE DITCH. IF APPROVED BY THE
CABLE COVERINGS.
OUTDOOR, WATERPROOF, SILICONE SEALANT. THE SEALANT SHALL NOT HAVE A DELETERIOUS EFFECT ON
13. OPEN ENDS OF CONDUITS WITH CONDUCTORS INSTALLED SHALL BE SEALED WITH AN APPROVED
DESIGNER.
12. HEIGHT, WIDTH, DEPTH, AND REINFORCEMENT OF FOUNDATION SHALL BE AS REQUIRED BY FOUNDATION
FOUNDATION.
11. NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF BASE PLATE AND TOP OF
10. BELL ENDS SHALL BE INSTALLED ON EACH END OF PVC CONDUITS.
9. EMPTY CONDUITS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT ENTRY.
8. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF METAL CONDUITS.
MARK MADE PERPENDICULAR TO AND CENTERED ON THIS MARKING.
DEEP AND 4" TO 6" LONG. LOCATIONS OF EMPTY CONDUITS SHALL HAVE AN ADDITIONAL 2" LONG
PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN FINISHING THE CONCRETE AND SHALL BE �"
7. EACH FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM WHICH CONDUITS
FOUNDATION.
6. ANCHOR BOLTS AND BOLT TEMPLATE SHALL BE FURNISHED WITH POLE. POLE SHALL BE CENTERED ON
REQUIRED.
5. FOUNDATION SHALL BE DESIGNED FOR TORSION. WINGS MAY BE USED FOR TORSIONAL RESISTANCE IF
CURB SHALL BE INCLUDED IN THE PRICE BID FOR FOUNDATION.
CURB OR MATERIAL ON THE UP SLOPE WHEN APPROVED BY THE ENGINEER. RE-GRADING AND RETAINING
PROVIDE THE CLEARANCES SHOWN IN DETAIL A, THE CONTRACTOR SHALL RE-GRADE AND ADD RETAINING
4. IF NEEDED IN SLOPED CONDITIONS TO MAINTAIN POSITIVE DRAINAGE AROUND THE FOUNDATION AND TO
THAT ADDITIONAL SPARE CONDUITS MAY BE REQUIRED BY THE CONTRACT DOCUMENTS.
FOR GROUNDING ELECTRODE CONDUCTOR. 2 - 2" PVC CONDUITS REQUIRED FOR FUTURE USE. NOTE
3. ALL CONDUITS AS SPECIFIED IN THE CONTRACT DOCUMENTS. IN ADDITION 1 - 1 " MIN. CONDUIT REQUIRED
MINIMUM OF EIGHT 2" DIAMETER ANCHOR BOLTS ARE REQUIRED.
2. ANCHOR BOLT LAYOUT SHALL BE CHECKED AGAINST LATEST APPROVED STRUCTURE DRAWINGS. A
FOUNDATION.
1. ANCHOR BOLTS SHALL HAVE A RING OR NUTS AND WASHERS ON THE ENDS OF BOLTS EMBEDDED IN
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
PF-8
REFERENCE
SPECIFICATION
SOIL COVER
MIN. 2’-0"
MIN. 12"
SIGNAL POLE FOUNDATIONINSTALLATION DETAILS
ANCHOR BOLTS
TO SIDEWALK DETAIL
FOUNDATION ADJACENT
DETAIL B
BY THE ENGINEER
DIRECTED OTHERWISE
MAX. 4’-0" UNLESS
MIN. 2’-0" SOIL COVER
SIDEWALK DETAIL
FOUNDATION NOT IN
DETAIL A
POLE
CIRCULAR BASE PLATE
POLE MANUFACTURER
REQUIRED BY SIGNAL
BOLT PROJECTION AS
PLATE CONNECTION DETAIL
ANCHOR BOLT AND BASE
DETAIL D
ANCHOR BOLT PLUS ONE INCH.
GREATER THAN THE DIAMETER OF
FOUNDATION SHALL BE NO
BASE PLATE AND TOP OF
DISTANCE BETWEEN BOTTOM OF
2" DIA. ANCHOR BOLTS
LEVELING NUTS AND WASHERS
BY THE ENGINEER
DIRECTED OTHERWISE
4’-0" MAX. UNLESS
12" MIN.
DE
PT
H
FO
UN
DA
TIO
N
DE
SIG
N
ACCESS ROUTE
SIDEWALK OR PEDESTRIAN
SEE NOTE 15
5’-0" MIN.
5’-0" MIN.
�" PREFORMED JOINT FILLER
ACCESS ROUTE
SIDEWALK OR PEDESTRIAN
(IF APPROVED BY THE ENGINEER)
ADJACENT TO SIDEWALK DETAIL
ALTERNATE FOUNDATION
DETAIL C
ANCHOR BOLTSANCHOR BOLTS
MIN. 2’-0" SOIL COVER
12" MIN.
ABOVE TOP NUT
�" MIN. PROJECTION
07/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1310. 13
SHEET 2 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
12" MIN.
12" MIN.
BY THE ENGINEER
DIRECTED OTHERWISE
4’-0" MAX. UNLESS
12" MIN.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
.
REVISION DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
LF-1
REFERENCE
SPECIFICATION
W D
A
90
4"
4"
4"
6"
2’ 6" 8’ 8 - 8
ANCHOR BOLTS
BOLT CIRCLE 1 " CONDUIT
ANCHOR BOLTS
BOLT PROJECTION AS
REQUIRED BY LIGHTING
POLE MANUFACTURER
GROUNDING ELECTRODE
BARS EVENLY SPACED
W(DIA.)
12" OVERLAP
4 TIE BARS
VERTICAL BARS
LIGHTING POLE FOUNDATION
INSTALLATION DETAILS
TYPE
700
NOTES:
4 REINFORCING TIE BARS @
12" MAX. (TYP.)
3" COVER
4" MIN.
SEE DETAIL A
OF TIE BAR
PLAN VIEW
SECTION A-A
PLAN VIEW
AA
OR DETAIL C
SEE DETAIL B
FOUNDATION
CONCRETE
CLASS A3
(TYP.)
HEAVY HEX NUT
CONDUCTOR
GROUNDING ELECTRODE
1" MIN. CONDUIT
3"
MIN.
18"
MIN.
D (S
EE
NO
TE 11)
D (S
EE
NO
TE 11)
(SEE NOTE 3)
CONDUIT
(SEE NOTE 3)
CONDUIT
SIDEWALK
VERTICAL REINFORCEMENT
(SEE NOTE 3)
CONDUIT(S)
ADJACENT TO THE FOUNDATION.
THE BOTTOM OF THE SIDEWALK OR THE POINT OF LOWEST GRADED ELEVATION
11. D IS THE MINIMUM DISTANCE FROM THE BOTTOM OF THE POLE FOUNDATION TO
THE ANTICIPATED WATER LEVELS.
FOUNDATIONS ADJACENT TO ANY DITCH SHALL BE ABOVE GRADE AND ABOVE
DRAINAGE DITCH, BUT SHALL NOT IMPEDE THE DRAINAGE FLOWS. TOPS OF
DITCH. FOUNDATIONS MAY BE INSTALLED IN THE FRONT OR BACK SLOPE OF A
10. FOUNDATIONS SHALL NOT BE INSTALLED IN THE CENTER OF A DRAINAGE
ALLOWED.
9. ANCHOR BOLTS SHALL BE STRAIGHT. THREADED REINFORCING STEEL IS NOT
COVERINGS.
SEALANT. THE SEALANT SHALL NOT HAVE A DELETERIOUS EFFECT ON CABLE
WITH AN APPROVED SOFT, PLIABLE, AND EASILY REMOVABLE WATERPROOF
8. OPEN ENDS OF CONDUITS WITH CONDUCTORS INSTALLED SHALL BE SEALED
7. BELL ENDS SHALL BE INSTALLED ON EACH END OF PVC CONDUITS.
ENTRY.
6. EMPTY CONDUITS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT
5. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF METAL CONDUITS.
BASE PLATE AND TOP OF FOUNDATION.
4. NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF
MADE PERPENDICULAR TO AND CENTERED ON THIS MARKING.
LOCATIONS OF EMPTY CONDUITS SHALL HAVE AN ADDITIONAL 2" LONG MARK
FINISHING THE CONCRETE AND SHALL BE �" DEEP AND 4" TO 6" LONG.
WHICH CONDUITS PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN
FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM
FOUNDATIONS SHALL BE AS SHOWN IN THE CONTRACT DOCUMENTS. EACH
3. THE NUMBER, ORIENTATION AND SIZE OF CONDUITS ENTERING AND EXITING
MANUFACTURER. POLE SHALL BE CENTERED ON FOUNDATION.
2. THE BOLT TEMPLATE SHALL BE FURNISHED BY THE LIGHTING POLE
ACCORDANCE WITH THE N.E.C.
1. CONDUIT ELBOWS SHALL HAVE A 90 BEND. THE BEND RADIUS SHALL BE IN
ROAD AND BRIDGE STANDARDS
REVISION DATE
1310.20
SHEET 1 OF 2
08/14
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
LF-1
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
LIGHTING POLE FOUNDATION
INSTALLATION DETAILS
NOTES:
SIDEWALK
DETAIL A
BREAKAWAY BASE
DETAIL B
NON-BREAKAWAY BASE
DETAIL C
SIDEWALK
JOINT FILLER
�" PREFORMED
2’-0" MAX.
1’-6" MIN.
SEE NOTE #2
4" MAX. ABOVE GRADE
2" MIN. ABOVE GRADE
�" CHAMFER �" CHAMFER
4" MAX.
�" CHAMFER�" CHAMFER
OF DETAIL A
PARTIAL PLAN
OF THE FOUNDATION
CENTERED ON LEVEL PORTION
BASE PLATE
TO DRAIN
OF FOUNDATION
SLOPE SURFACE
�" CHAMFER
JOINT FILLER
�" PREFORMED
FLUSH SURFACE
6" MIN. ABOVE GRADE
SIDE OF THE FOUNDATION.
DRAINAGE AWAY FROM THE BACK
NEEDED, TO PROVIDE POSITIVE
RE-GRADE AROUND FOUNDATION, AS
ACCESS ROUTE
OR PEDESTRIAN
WIDTH OF SIDEWALK
5’-0" MIN.
ELEVATED 2 INCHES MINIMUM ABOVE THE SIDEWALK GRADE.
SIDEWALK, AND A BREAKAWAY BASE IS REQUIRED, THE TOP OF THE FOUNDATION SHALL BE
3. WHEN FOUNDATION IS ADJACENT TO THE BACK EDGE OF SIDEWALK BUT NOT WITHIN THE
RE-GRADING AND RETAINING CURB SHALL BE INCLUDED IN THE PRICE BID FOR FOUNDATION.
ADD RETAINING CURB OR MATERIAL ON THE UP SLOPE WHEN APPROVED BY THE ENGINEER.
AND TO PROVIDE THE CLEARANCES SHOWN IN DETAIL B, THE CONTRACTOR SHALL RE-GRADE AND
2. IF NEEDED IN SLOPED CONDITIONS TO MAINTAIN POSITIVE DRAINAGE AROUND THE FOUNDATION
SURFACE IS NOT AN AREA OF PONDING WATER.
UNDER ALL CIRCUMSTANCES THE CONCRETE SHALL BE SLOPED TO ENSURE THE FOUNDATION
SIDEWALK, THE EDGES OF THE FOUNDATION SHALL HAVE A �" CHAMFER (DETAIL B AND C).
BE FLUSH WITH THE SIDEWALK (DETAIL A). WHERE THE FOUNDATION IS OUTSIDE OF THE
1. WHERE THE FOUNDATION EXTENDS INTO THE SIDEWALK, THE EDGES OF THE FOUNDATION SHALL
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 2
1310.21
REVISION DATE
08/14
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
REVISION DATE
.
SHEET 1 OF 1
<{8Á·ü0„§‘ÿ@³�¹3Á¬ìMƒNbôÀõ��‚·3Á#¨+ò%�öÀ ê�Üñ1Á¬ìMƒžBñÀ³1Ñ1Á¬ìMƒ~ºøÀ¤¢3Á�Ô�ù’Y�Á
Š1Á�Ô�ùò)�Á¤¢3Á�Ô�ùê²�Á¤¢3Á�Ô�ù’k�Á¤¢3Á�Ô�ù2$�Á¤¢3Á�Ô�ùÒÜ�Áu¡3ÁêŠ|ÁS�Áu¡3ÁêŠ|0�Áu¡3ÁêŠ|ÁÜ�Á Š1Á�Ô�ùŠâ�Á
Š1Á�Ô�ù2›�ÁŠ1Á�Ô�ùÒS�ÁŠ1Á�Ô�ù2�ÁŠ1ÁêŠ|í²�ÁŠ1ÁêŠ|9•�ÁŠ1ÁêŠ|ñ;�Á
¤¢3ÁêŠ|½Ê�Á¤¢3ÁêŠ|=•�Á¹AÁ1ÁêŠ|9��Á¹AÁ1ÁêŠ|ñÄ�ÁoÎ.ÁÐ~–œÅw&Á
)7q·kDÁ0yicG'(A
cc‹Ë§”AÁ0yî�¬-$A
»;�ª± AÁ`òÜ�Ì1�A
)·rI%)AÁ`òÜ�¨î�A
ƒ�AÁºV�ùõr�A
�LÅ–Èv?ÁlŽrý£„�A
´¾�)Ð[?Á‘C(R•z�A
ÈOÐá@
î×ÿÿÿÿÿ—Œùÿÿÿÿÿÿÿÿn:ùÿÿÿÿÿ×âz•&�ÁòÙ•×Å@6Á,ÏMƒ–ÁôÀI…WÂJj6Á,ÏMƒÆ�ùÀ~Ÿäˆ/L6Á(ÍÌB¦„úÀÈo´ä@
Rnå’îï1ÁÀä¹3�Q�A
=Ë�R<Ó1Áå™oˆÕF�A
A
DÁcœ•V«$Á
�fÅyKbDÁ¤†�ì��'Á'tBÁ®Ò�õB«ý@
ÿÿÿÿÿ ÿÿÿÿÿ²ü`F¤:Á ‚��î¿�Á•Ù®��DÁÐ�A5ã¨�Á
å@¤YÆ@!ün@ü¬Ó‘tep@¼Ì¹Êsã4Ávü‰‹Ré�Aå@¤YÆ@!ün@ü¬Ó‘tep@(¬Z�•Ç4ÁJ�˜µ&��AÉÛ•AÁ0yî�L'&A’zB5Á0yî��?&A•¦n%Á
700
SE-1
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
CAP
SERVICE ENTRANCE HEAD
SERVICE THIMBLEYE
SERVICE CABLE
(3' CABLE FOR POWER SERVICE HOOK-UP)
3" FLAT SQUARE WASHERS
STAINLESS STEEL BANDS
(3' CENTERS)
ELECTRODE
AUGMENTED GROUNDING
GROUNDING ELECTRODE
ELECTRICAL SERVICE
GROUNDING LUG
MINIMUM 1" CONDUIT
METER BASE
NOTES:
MINIMUM
10'-0" SEPARATION
METAL POLE
TYPE A (OVERHEAD SERVICE)
HANDHOLE
BOX SHALL READ "VDOT ELEC".
JB-S1 JUNCTION BOX. TOP OF JUNCTION
SAFETY SWITCH/BREAKER BOX
72"
MA
XIM
UM
6"
CONTROLLER CABINET (SEPARATE PAY ITEM)
90° FITTINGS AND CLOSE NIPPLES
PHOTOELECTRIC CONTROL (WHEN REQUIRED)
4" MIN.
ONE TO GROUNDING LUG)
(ONE TO SAFETY SWITCH/BREAKER BOX AND
TWO GROUNDING ELECTRODE CONDUCTORS
(SEPARATE PAY ITEM)
ELECTRICAL SERVICE WORK PAD
RIGID METAL RISER CONDUIT WITH SERVICE CABLE
FOUNDATION (SEPARATE PAY ITEM)
SEPARATE PAY ITEM.
ELECTRICAL SERVICE WORK PAD SHALL BE A
IN FRONT OF THE SAFETY SWITCH/BREAKER BOX.
ELECTRICAL SERVICE WORK PAD SHALL BE PLACED
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN
SPECIFIED BY THE LOCAL POWER COMPANY.
BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, OR AS
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL
THE CONTRACT DOCUMENTS.
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN
FOR ELECTRICAL CONTINUITY.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED
SHALL BE USED.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH
OTHER THAN 480Y/277.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES
CONTRACT DOCUMENTS.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE
PROVIDED.
SERVICE POLE AND MAKE REQUIRED SPLICES TO THE CABLES
FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHEAD
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1312.10
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
SE-1
REFERENCE
SPECIFICATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
& LOCKNUTS
BUSHINGS
GROUNDING
METER BASE
METAL POLE
TYPE B (UNDERGROUND SERVICE)
METAL CONDUIT COUPLING
LIQUID TIGHT FLEXIBLE
MINIMUM 1" RIGID TO
& LOCKNUTS
BUSHINGS
GROUNDING
BREAKER BOX
SAFETY SWITCH/
MINIMUM 1" HUB
MINIMUM 1" NIPPLE
TO METER BASE
DETAIL FOR CONNECTION OF CONDUIT
CONDUIT COUPLING
MINIMUM 1" METAL
CONDUIT ELBOW
MINIMUM 1" METAL
ELECTRODE
GROUNDING
(SEE DETAIL)
METER BASE
MINIMUM
10'-0" SEPARATION
LUG
GROUNDING
FOUNDATION (SEPARATE PAY ITEM)
6"
GROUNDING ELECTRODE
ELECTRICAL SERVICE ELECTRODE
AUGMENTED GROUNDING
STAINLESS STEEL BANDS
BOX SHALL READ "VDOT ELEC".
JB-S1 JUNCTION BOX. TOP OF JUNCTION
"UTILITY".
BOX SHALL READ
TOP OF JUNCTION
JB-S1 JUNCTION BOX.
METER BASE
GROUNDING ELECTRODE CONDUCTOR TO
METAL CONDUIT W/ SERVICE CABLES AND
MINIMUM 1" LIQUID TIGHT FLEXIBLE
CONDUCTOR
GROUNDING ELECTRODE
MINIMUM 1" CONDUIT W/
HANDHOLE
SERVICE CABLE
METAL CONDUIT W/
MINIMUM 1" RIGID
COMPANY)
REQUIRED BY UTILITY
STUBOUT (LOCATION AS
MINIMUM 2" PVC CONDUIT
SAFETY SWITCH/BREAKER BOX
72"
MA
XIM
UM
THE CONDUIT ELBOW AND POLE.
SEALANT SHALL BE APPLIED BETWEEN
AN APPROVED WATERPROOF SILICONE
6"
(SEPARATE PAY ITEM)
CONTROLLER CABINET
90° FITTINGS AND CLOSE NIPPLES
(WHEN REQUIRED)
PHOTOELECTRIC CONTROL
FLEXIBLE METAL CONDUIT
CONNECTING CONDUIT TO LIQUID TIGHT
MINIMUM 1" ADAPTERS AND COUPLINGS FOR
4" MIN.
ONE TO GROUNDING LUG)
(ONE TO SAFETY SWITCH/BREAKER BOX AND
TWO GROUNDING ELECTRODE CONDUCTORS
THE JUNCTION BOX.
TO EXTEND AT LEAST 2' ABOVE
LENGTH TO ALLOW THE CABLES
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLE
SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM.
FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL
ELECTRICAL SERVICE WORK PAD SHALL BE PLACED IN
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN
AS SPECIFIED BY THE LOCAL POWER COMPANY.
SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, OR
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE
THE CONTRACT DOCUMENTS.
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN
TESTED FOR ELECTRICAL CONTINUITY.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE
SHALL BE USED.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH
SERVICES OTHER THAN 480Y/277.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL
CONTRACT DOCUMENTS.
2. POLE HEIGHT AND SIZE SHALL BE AS SPECIFIED IN THE
AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
CABLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1312.11
SHEET 2 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
700
SE-2
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SERVICE ENTRANCE HEAD
3" FLAT SQUARE WASHERS
SERVICE THIMBLEYE
CLAMPS (3' CENTERS)
GROUNDING ELECTRODE
ELECTRICAL SERVICE
ELECTRODE
GROUNDING
ELECTRODE
GROUNDING
AUGMENTED
GROUNDING ELECTRODE
AUGMENTED
6"
18"
WOOD POLE
TYPE A (OVERHEAD SERVICE)
WOOD POLE
TYPE B (UNDERGROUND SERVICE)
ELECTRICAL SERVICE
INSTALLATION DETAILS
NOTES:
MINIMUM
10'-0" SEPARATION
MINIMUM
10'-0" SEPARATION
SERVICE HOOK-UP)
(3' CABLE FOR POWER
SERVICE CABLE
READ "VDOT ELEC".
OF JUNCTION BOX SHALL
JB-S1 JUNCTION BOX. TOP
ABOVE THE JUNCTION BOX.
TO EXTEND AT LEAST 2'
TO ALLOW THE CABLES
WITH SUFFICIENT LENGTH
CABLE COILED IN BOX
UNDERGROUND SERVICE
"VDOT ELEC".
JUNCTION BOX SHALL READ
JB-S1 JUNCTION BOX. TOP OF
SAFETY SWITCH/BREAKER BOX
SAFETY SWITCH/BREAKER BOX
72"
MA
XIM
UM
72"
MA
XIM
UM
W/ STAPLES (6" CENTERS)
TO SAFETY SWITCH/BREAKER BOX
GROUNDING ELECTRODE CONDUCTOR W/ STAPLES (6" CENTERS)
TO SAFETY SWITCH/BREAKER BOX
GROUNDING ELECTRODE CONDUCTOR
6"
6"
UTILITY COMPANY)
REQUIRED BY
(LOCATION AS
CONDUIT STUBOUT
MINIMUM 2" PVC
(OPTIONAL TOP OR BOTTOM FEED)
METER BASE
METER BASE (OPTIONAL TOP OR BOTTOM FEED)(SEPARATE PAY ITEM)
CONTROLLER CABINET
90° FITTINGS AND CLOSE NIPPLESCONTROLLER CABINET (SEPARATE PAY ITEM)
(3' CENTERS)
CLAMPS
(WHEN REQUIRED)
PHOTOELECTRIC CONTROL
90° FITTINGS AND CLOSE NIPPLES
90° FITTINGS AND CLOSE NIPPLES
PHOTOELECTRIC CONTROL (WHEN REQUIRED)
WITH AN APPROVED SILICONE SEALANT.
CONDUCTOR. HOLE SHALL BE SEALED
BREAKER BOX FOR GROUNDING ELECTRODE
DRILL ‚" HOLE IN SAFETY SWITCH/
SILICONE SEALANT.
BE SEALED WITH AN APPROVED
ELECTRODE CONDUCTOR. HOLE SHALL
BREAKER BOX FOR GROUNDING
DRILL ‚" HOLE IN SAFETY SWITCH/
4" MIN.
4" MIN.
CABLE
WITH SERVICE
RISER CONDUIT
RIGID METAL
SERVICE CABLE
CONDUIT WITH
RIGID METAL RISER
"UTILITY".
SHALL READ
JUNCTION BOX
BOX. TOP OF
JB-S1 JUNCTION
BE A SEPARATE PAY ITEM.
PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD SHALL
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD SHALL BE
DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL CONTINUITY.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480Y/277.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
(FOR TYPE B UNDERGROUND SERVICE) AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
TOP OF THE OVERHEAD SERVICE POLE (FOR TYPE A OVERHEAD SERVICE) OR THE JUNCTION BOX
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER SOURCE TO THE
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1312.20
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
SE-3
REFERENCE
SPECIFICATION
ELECTRICAL SERVICE
TO 20' MAXIMUM
3' MINIMUM
(3' CENTERS)
STAINLESS STEEL BANDS
3" FLAT SQUARE WASHERS
SERVICE HOOK-UP)
(3' CABLE FOR POWER
SERVICE CABLE
SERVICE THIMBLEYE
CAP
SERVICE ENTRANCE HEAD
INSTALLATION DETAILS
GROUNDING LUG
FEEDER CABLE
SAFETY SWITCH/BREAKER BOX
STAINLESS STEEL BANDS
FEEDER CABLE
MINIMUM 1 " CONDUIT
NOTES:
METAL POLE
TYPE A (OVERHEAD SERVICE)
HANDHOLE
ITEM)
(SEPARATE PAY
FOUNDATION
CONTROLLER
SEE NOTE 6
MINIMUM
10'-0" SEPARATION
BOX SHALL READ "VDOT ELEC".
JB-S1 JUNCTION BOX. TOP OF JUNCTION
GROUNDING ELECTRODE
ELECTRICAL SERVICE
AUGMENTED GROUNDING ELECTRODE
72"
MA
XIM
UM
90° FITTINGS AND CLOSE NIPPLES
6"
METER BASE
4" MIN.
ONE TO GROUNDING LUG)
(ONE TO SAFETY SWITCH/BREAKER BOX AND
TWO GROUNDING ELECTRODE CONDUCTORS
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
FOUNDATION (SEPARATE PAY ITEM)
9. POLE AND CONTROLLER CABINET WILL BE SEPARATE PAY ITEMS.
SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM.
SHALL BE PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD
CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN THE
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
CONTINUITY.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480Y/277.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
TO THE CABLES PROVIDED.
SOURCE TO THE TOP OF THE OVERHEAD SERVICE POLE AND MAKE REQUIRED SPLICES
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1312.30
SHEET 1 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
ELECTRICAL SERVICE
INSTALLATION DETAILS
NOTES:
METAL POLE
TYPE B (UNDERGROUND SERVICE)CONDUIT TO METER BASE
DETAIL FOR CONNECTION OF
METER BASE
1" NIPPLE
1" HUB
BREAKER BOX
SAFETY SWITCH/
& LOCKNUTS
BUSHINGS
GROUNDING
& LOCKNUTS
BUSHINGS
GROUNDING
6"
JUNCTION BOX.
TO EXTEND AT LEAST 2' ABOVE THE
LENGTH TO ALLOW THE CABLES
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLE
LUG
GROUNDING
BREAKER BOX
SAFETY SWITCH/
FEEDER CABLE
GROUNDING ELECTRODE
GROUNDING ELECTRODE
ELECTRICAL SERVICE
(SEPARATE PAY ITEM)
METAL POLE
METAL CONDUIT W/ SERVICE CABLE
MINIMUM 1" LIQUID TIGHT FLEXIBLE
700
SE-3
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
CONDUIT COUPLING
MINIMUM 1" METAL
CONDUIT ELBOW
MINIMUM 1" METAL
MINIMUM
10'-0" SEPARATION
MINIMUM 1" METAL CONDUIT COUPLING
METAL CONDUIT
TIGHT FLEXIBLE
MINIMUM 1" LIQUID
"UTILITY".
SHALL READ
JUNCTION BOX
BOX. TOP OF
JB-S1 JUNCTION GROUNDING ELECTRODE CONDUCTORS
MINIMUM 1" CONDUIT W/
ELECTRODE
AUGMENTED GROUNDING
READ "VDOT ELEC".
OF JUNCTION BOX SHALL
JB-S1 JUNCTION BOX. TOP
PAY ITEM)
(SEPARATE
FOUNDATION
(3' MIN. TO 20' MAX.)
CONTROLLER CABINET
FEEDER CABLE TO
W/ UNDERGROUND
MINIMUM 1" PVC CONDUIT
72"
MA
XIM
UM
6"
THE CONDUIT ELBOW AND POLE.
SEALANT SHALL BE APPLIED BETWEEN
AN APPROVED WATERPROOF SILICONE
HANDHOLE
(SEE DETAIL)
METER BASE
MINIMUM 1" THREADED ADAPTER
4" MIN.
ONE TO GROUNDING LUG)
(ONE TO SAFETY SWITCH/BREAKER BOX AND
TWO GROUNDING ELECTRODE CONDUCTORS
CONDUIT W/ SERVICE CABLE
MINIMUM 1" RIGID METAL
COMPANY)
(LOCATION AS REQUIRED BY UTILITY
MINIMUM 2" PVC CONDUIT STUBOUT
BOX. ELECTRICAL SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM.
WORK PAD SHALL BE PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE
POWER COMPANY.
SPECIFIED IN THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS
DOCUMENTS.
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
ELECTRICAL CONTINUITY.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
THAN 480Y/277.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER
DOCUMENTS.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT
THE CABLES PROVIDED.
POWER SOURCE TO THE JUNCTION BOX AND MAKE REQUIRED SPLICES TO
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR
02/16
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 2
1312.31
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SE-4
SERVICE ENTRANCE HEAD
SERVICE THIMBLEYE
3" FLAT SQUARE WASHERS
CLAMPS (3' CENTERS)
GROUNDING ELECTRODE
SAFETY SWITCH/BREAKER BOX
WOOD POLE
TYPE B (UNDERGROUND SERVICE)WOOD POLE
TYPE A (OVERHEAD SERVICE)
ELECTRICAL SERVICE
INSTALLATION DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
700
NOTES:
THE JUNCTION BOX.
TO EXTEND AT LEAST 2' ABOVE
LENGTH TO ALLOW THE CABLES
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLE
(3' CENTERS)
CLAMPS
SERVICE HOOK-UP)
(3' CABLE FOR POWER
SERVICE CABLE
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
GROUNDING ELECTRODE
ELECTRICAL SERVICE
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
72"
MA
XIM
UM
SEE NOTE 6
SHALL READ "UTILITY".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
72"
MA
XIM
UM
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
90° FITTINGS AND CLOSE NIPPLES
SEE NOTE 6
APPROVED SILICONE SEALANT.
HOLE SHALL BE SEALED WITH AN
GROUNDING ELECTRODE CONDUCTOR.
SWITCH/BREAKER BOX FOR
DRILL ‚" HOLE IN SAFETY
W/ STAPLES (6" CENTERS)
TO SAFETY SWITCH/BREAKER BOX
GROUNDING ELECTRODE CONDUCTOR
6"
6"
6"
UTILITY COMPANY)
AS REQUIRED BY
STUBOUT (LOCATION
MINIMUM 2" PVC CONDUIT
METER BASE
4" MIN.4" MIN.
BOTTOM FEED)
(OPTIONAL TOP OR
METER BASEWITH SERVICE CABLE
RIGID METAL RISER CONDUIT
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
A SEPARATE PAY ITEM.
PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD SHALL BE
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD SHALL BE
DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL CONTINUITY.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480Y/277.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
(FOR TYPE B UNDERGROUND SERVICE) AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
TOP OF THE OVERHEAD SERVICE POLE (FOR TYPE A OVERHEAD SERVICE) OR THE JUNCTION BOX
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER SOURCE TO THE
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1312.40
SHEET 1 OF 1
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
SE-5
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
CAP
ELECTRODE
GROUNDING
GROUNDING LUG
STAINLESS STEEL BANDS (3' CENTERS)
4" MIN.TO 6" MAX. DIAMETER METAL POLE (ALUMINUM OR STEEL)
SAFETY SWITCH/BREAKER BOX
FEEDER CABLE
6"
1" CONDUIT
MINIMUM
NOTES:
ELECTRICAL SERVICE
INSTALLATION DETAILS
18"
LOCK SHAFT IN POSITION.
SCREWS SHALL BE USED TO
BEING WELDED, THREE SET
TRANSFORMER BASE INSTEAD OF
IF POLE SHAFT SCREWS INTO
MINIMUM
10'-0" SEPARATION
ELECTRODE
AUGMENTED GROUNDING
BOX SHALL READ "VDOT ELEC".
JB-S1 JUNCTION BOX. TOP OF JUNCTION
GROUNDING ELECTRODE
ELECTRICAL SERVICE
HINGED DOOR
METER BASE (OPTIONAL TOP OR BOTTOM FEED)
SHALL READ "UTILITY".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
90° FITTINGS AND CLOSE NIPPLES
6"
LEAST 2' ABOVE THE JUNCTION BOX.
ALLOW THE CABLES TO EXTEND AT
IN BOX WITH SUFFICIENT LENGTH TO
UNDERGROUND SERVICE CABLE COILED
72"
MA
XIM
UM
4" MAX.
2" MIN. TO
UTILITY COMPANY)
STUBOUT (LOCATION AS REQUIRED BY
MINIMUM 2" PVC CONDUIT
SEE NOTE 6
BOLT TEMPLATE.
BOLTS ON 12" DIAMETER
4 - ƒ" X 18" ANCHOR
4" MIN.
WITH THE PAY ITEM FOR ELECTRICAL SERVICE.
DIAMETER AND 24" DEEP, AND COST OF FOUNDATION SHALL BE INCLUDED
5. FOUNDATION SHALL BE CLASS A3 CONCRETE, 24X24 SQUARE OR 24"
ELECTRICAL CONTINUITY.
4. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR
3. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
480Y/277.
2. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN
THE CABLES PROVIDED.
POWER SOURCE TO THE JUNCTION BOX AND MAKE REQUIRED SPLICES TO
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR
ONE TO GROUNDING LUG)
(ONE TO SAFETY SWITCH/BREAKER BOX AND
TWO GROUNDING ELECTRODE CONDUCTORS
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
MANUFACTURER, AND POLE SHALL BE CENTERED ON FOUNDATION.
10. ANCHOR BOLTS AND BOLT TEMPLATE SHALL BE FURNISHED BY POLE
SWITCH/BREAKER BOX.
9. STAINLESS STEEL BANDS REQUIRED FOR METER BASE AND SAFETY
ELECTRICAL SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM.
PAD SHALL BE PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX.
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK
THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN
DOCUMENTS.
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1312.50
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
SE-6
REFERENCE
SPECIFICATION
PHOTOELECTRIC CONTROL
(WHEN REQUIRED)
ELECTRICAL SERVICE GROUNDING ELECTRODE
(SEPARATE PAY ITEM)
CONTROL CENTER AND FOUNDATION
CONTROL CENTER CABINET
(TO BE LOCKED AT DOOR)
GROUNDING ELECTRODE
SAFETY SWITCH
VIRGINIA DEPARTMENT OF TRANSPORTATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
NOTES:
(SEPARATE PAY ITEM)
AND FOUNDATION
CONTROL CENTER
72"
MA
XIM
UM
SHALL READ "UTILITY".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
JUNCTION BOX.
EXTEND AT LEAST 2' ABOVE THE
LENGTH TO ALLOW THE CABLES TO
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLES
SEE NOTE 5
6"
AS REQUIRED BY UTILITY COMPANY)
MINIMUM 2" PVC CONDUIT STUBOUT (LOCATION
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
CF-2 FOUNDATION (SEPARATE PAY ITEM)
FRONT VIEW
SIDE VIEW
METER BASEBASE
METER
4" MIN.
ONE TO CABINET GROUNDING LUG)
(ONE TO SAFETY SWITCH AND
TWO GROUNDING ELECTRODE CONDUCTORS
THE CABINET TO THE UTILITY JUNCTION BOX.
4. THE CONDUIT AND SERVICE CABLE SHALL EXTEND FROM
TESTED FOR ELECTRICAL CONTINUITY.
3. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE
SERVICES OTHER THAN 480Y/277.
2. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL
AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
CABLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE
METAL CONDUIT
METAL CONDUIT
PAY ITEM.
ELECTRICAL SERVICE WORK PAD SHALL BE A SEPARATE
FRONT OF THE SAFETY SWITCH/BREAKER BOX.
ELECTRICAL SERVICE WORK PAD SHALL BE PLACED IN
7. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN
COMPANY.
DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER
SHALL BE AS SPECIFIED IN THE CONTRACT
6. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE
IN THE CONTRACT DOCUMENTS.
5. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1312.60
SHEET 1 OF 1
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
SE-7
REFERENCE
SPECIFICATION
6"
NOTES:
FRONT VIEW
SIDE VIEW
ELECTRICAL SERVICE
INSTALLATION DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
SAFETY SWITCH/BREAKER BOX
ELECTRODE
GROUNDING
CLAMPS (3' CENTERS)
(3' CENTERS)
CLAMPS
METER BASE
72"
MA
XIM
UM
WOOD POLE
(UNDERGROUND SERVICE)
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
SEE NOTE 5
SHALL READ "UTILITY".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
6"
COMPANY).
REQUIRED BY UTILITY
STUBOUT (LOCATION AS
MINIMUM 2" PVC CONDUIT
APPROVED SILICONE SEALANT.
HOLE SHALL BE SEALED WITH AN
FOR GROUNDING ELECTRODE CONDUCTOR.
DRILL ‚" HOLE IN SAFETY SWITCH
(6" CENTERS)
SWITCH/BREAKER BOX W/ STAPLES
GROUNDING ELECTRODE CONDUCTOR TO SAFETY
SEE NOTE 8
JUNCTION BOX.
EXTEND AT LEAST 2' ABOVE THE
LENGTH TO ALLOW THE CABLES TO
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLES
MINIMUM 6" X 6" WOOD POST
4" MIN.
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
SCREWS TO BE USED WITH EACH.
2" LAG SCREWS TO BE USED TO SECURE SAFETY SWITCH/BREAKER BOX AND METER BASE TO WOOD POST. FOUR
8. RIGID MINIMUM 1" NIPPLE, THREADED AT BOTH ENDS, HELD IN PLACE WITH BONDING BUSHING AND LOCK NUT. ADDITIONAL
THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM.
7. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD SHALL BE PLACED IN FRONT OF
SPECIFIED BY THE LOCAL POWER COMPANY.
6. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, OR AS
5. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
4. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL CONTINUITY.
3. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
2. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480Y/277.
JUNCTION BOX AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE POWER UTILITY CABLE FROM THEIR POWER SOURCE TO THE
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1312.70
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
SE-8
REFERENCE
SPECIFICATION
ELECTRICAL SERVICE
SERVICE ENTRANCE HEAD
(SEPARATE PAY ITEM)
CONTROL CENTER (SEPARATE PAY ITEM)
CONTROL CENTER
SAFETY SWITCH
CLAMPS (3' CENTERS)
CLAMPS (3' CENTERS)
GROUNDING ELECTRODE
INSTALLATION DETAILS
THE JUNCTION BOX.
TO EXTEND AT LEAST 2' ABOVE
LENGTH TO ALLOW THE CABLES
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLE
WOOD POLE
TYPE A (OVERHEAD SERVICE)WOOD POLE
TYPE B (UNDERGROUND SERVICE)
6"
6"
NOTES:
SERVICE THIMBLEYE
SERVICE HOOK-UP)
(3' FOR POWER
SERVICE CABLE
SQUARE WASHERS
3" FLAT
(3' CENTERS)
CLAMPS
(WHEN REQUIRED)
PHOTOELECTRIC CONTROLREQUIRED)
CONTROL (WHEN
PHOTOELECTRIC
72"
MA
XIM
UM
72"
MA
XIM
UM
90° FITTINGS AND CLOSE NIPPLES
SEE NOTE 6 NOTE 6
SEE
SHALL READ "UTILITY".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
6"
COMPANY).
REQUIRED BY UTILITY
STUBOUT (LOCATION AS
MINIMUM 2" PVC CONDUIT
BE SEALED WITH AN APPROVED SILICONE SEALANT.
GROUNDING ELECTRODE CONDUCTOR. HOLE SHALL
DRILL ‚" HOLE IN CONTROL CENTER CABINET FOR
(6"CENTERS)
TO SAFETY SWITCH W/ STAPLES
GROUNDING ELECTRODE CONDUCTOR
(OPTIONAL TOP OR BOTTOM FEED)
METER BASE
METER BASE
4" MIN. 4" MIN.
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
A SEPARATE PAY ITEM.
PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD SHALL BE
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD SHALL BE
DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL CONTINUITY.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480Y/277.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
(FOR TYPE B UNDERGROUND SERVICE) AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
TOP OF THE OVERHEAD SERVICE POLE (FOR TYPE A OVERHEAD SERVICE) OR THE JUNCTION BOX
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER SOURCE TO THE
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1312.80
SHEET 1 OF 1
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
SE-9
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
NOTES:
18"
28"
18"
36" 18"
SURFACE
FINISHED
4"
3"4"
TYPE A
CONDUIT STRAP
MIN.
48" -
MA
X.
72"
6" MIN.
METAL CONDUIT
(SEPARATE PAY ITEM)
CENTER
CONTROL
CONDUIT
METAL
CONDUIT
METAL
CONDUIT
METAL
CONTROLS
PHOTOELECTRIC
C CHANNEL
GALVANIZED STEEL
5" X 1 •"
BASE
METER
CABINET
TRANSFORMER
CURRENT
SWITCH
SAFETY
FUSED
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
SEE NOTE 7
2' MINIMUM
CONDUCTOR TO SAFETY SWITCH
MINIMUM 1" CONDUIT W/ GROUNDING ELECTRODE
(SEPARATE PAY ITEM)
CF-2 FOUNDATION
MINIMUM 1" CONDUIT
CENTER
FOR CONTROL
ELECTRODE
GROUNDING
6"
SEE NOTE 7
CONDUCTOR
ELECTRODE
GROUNDING
4" MIN.
SERVICE ENTRANCE FOUNDATION DETAIL
SECTION A-A
A
A
THE SE-9 PAY ITEM.
9. SERVICE ENTRANCE FOUNDATION, INCLUDING THE CONCRETE PAD, IS INCLUDED IN
COMPANY TO MAKE THEIR CONNECTION.
COILED INSIDE THE CURRENT TRANSFORMER CABINET TO PERMIT THE LOCAL POWER
8. THE CONTRACTOR SHALL LEAVE A SUFFICIENT AMOUNT OF CONDUCTOR CABLE
THE LOCAL POWER COMPANY.
FOUNDATION PAD. LOCATION OF THE STUBBED CONDUIT SHALL BE AS REQUIRED BY
7. MINIMUM 2" METAL CONDUIT SHALL BE STUBBED OUT 6" PAST CONCRETE
BOLTS, LOCK WASHERS AND NUTS. FOUR CROSS CHANNELS SHALL BE UTILIZED.
CONTROL CENTER SHALL BE ATTACHED TO THE CHANNELING WITH …" GALVANIZED
6. SAFETY SWITCH, METER BASE, WIREWAY, CURRENT TRANSFORMER CABINET AND
THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
5. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN
DOCUMENTS.
4. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
ELECTRICAL CONTINUITY.
3. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR
2. THIS STANDARD IS APPLICABLE FOR 480Y/277 ELECTRICAL SERVICE ONLY.
REQUIRED SPLICES TO THE CABLES PROVIDED.
SOURCE TO THE CURRENT TRANSFORMER CABINET AND METER BASE THEN MAKE
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1312.90
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
SE-9
REFERENCE
SPECIFICATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
MIN.
48" -
MA
X.
72"
NEMA 3R WIREWAY
6" MIN.
TYPE B
NOTES:
(SEPARATE PAY ITEM)
CONTROL CENTER
CONTROL
PHOTOELECTRIC
CONDUIT
METAL
CONDUIT
METAL
CONDUIT
METAL
CONDUIT
METAL
CONDUIT
METAL
CONDUIT
METAL
CONDUIT
METAL
SWITCH
SAFETY
FUSED
BASE
METER
BASE
TRANSFORMER
CURRENT
C CHANNEL
GALVANIZED STEEL
5" X 1 •"
18"
28"
18"
36" 18"
4"
3"4"
SEE NOTE 7
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
6"
SEE NOTE 7
TO SAFETY SWITCH
GROUNDING ELECTRODE CONDUCTOR
MINIMUM 1" CONDUIT W/
SURFACE
FINISHED
4" MIN.
A
A
SERVICE ENTRANCE FOUNDATION DETAIL
SECTION A-A
THE SE-9 PAY ITEM.
9. SERVICE ENTRANCE FOUNDATION, INCLUDING THE CONCRETE PAD, IS INCLUDED IN
POWER COMPANY TO MAKE THEIR CONNECTION.
COILED INSIDE THE CURRENT TRANSFORMER CABINET TO PERMIT THE LOCAL
8. THE CONTRACTOR SHALL LEAVE A SUFFICIENT AMOUNT OF CONDUCTOR CABLE
THE LOCAL POWER COMPANY.
FOUNDATION PAD. LOCATION OF THE STUBBED CONDUIT SHALL BE AS REQUIRED BY
7. MINIMUM 2" METAL CONDUIT SHALL BE STUBBED OUT 6" PAST CONCRETE
BOLTS, LOCK WASHERS AND NUTS. FOUR CROSS CHANNELS SHALL BE UTILIZED.
CONTROL CENTER SHALL BE ATTACHED TO THE CHANNELING WITH …" GALVANIZED
6. SAFETY SWITCH, METER BASE, WIREWAY, CURRENT TRANSFORMER CABINET AND
THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
5. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN
DOCUMENTS.
4. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
CONTINUITY.
3. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL
2. THIS STANDARD IS APPLICABLE FOR 480Y/277 ELECTRICAL SERVICE ONLY.
MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
POWER SOURCE TO THE CURRENT TRANSFORMER CABINET AND METER BASE THEN
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1312.91
SHEET 2 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
SE-10
SERVICE THIMBLEYE
SERVICE HOOK-UP)
(3' CABLE FOR EACH POWER
SERVICE CABLES
METER BASE
SAFETY SWITCH SAFETY SWITCH/BREAKER BOX
CLAMPS (3' CENTERS)
ELECTRODE
GROUNDING
WOOD POLE
TYPE A (OVERHEAD SERVICE)
WOOD POLE
TYPE B (UNDERGROUND SERVICE)
6"
6"
6"
6"
NOTES:
METER BASE
CLAMPS (3' CENTERS)
CLAMPS (3' CENTERS)
SAFETY SWITCH
(WHEN REQUIRED)
PHOTOELECTRIC CONTROL
(SEPARATE PAY ITEM)
CONTROL CENTER
CLAMPS (3' CENTERS)
SERVICE ENTRANCE HEAD7
2"
MA
XIM
UM
W/STAPLES (6" CENTERS)
SWITCH/BREAKER BOX)
SWITCH AND ONE TO SAFETY
CONDUCTORS (ONE TO SAFETY
TWO GROUNDING ELECTRODE
72"
MA
XIM
UM
TOP OR BOTTOM FEED)
METER BASE (OPTIONAL TOP OR BOTTOM FEED)
METER BASE (OPTIONAL
SILICONE SEALANT.
SEALED WITH AN APPROVED
CONDUCTOR. HOLE TO BE
GROUNDING ELECTRODE
SWITCH/BREAKER BOX FOR
DRILL 1/4" HOLE IN SAFETY
(SEE NOTE 6)
TO JUNCTION BOX FOR SIGNAL
(SEE NOTE 6)
FOR ROADWAY LIGHTING
TO JUNCTION BOX
(SEE NOTE 6)
FOR ROADWAY LIGHTING
TO JUNCTION BOX
(SEE NOTE 6)
FOR SIGNAL
TO JUNCTION BOX
SILICONE SEALANT.
SEALED WITH AN APPROVED
CONDUCTOR. HOLE TO BE
GROUNDING ELECTRODE
SWITCH/BREAKER BOX FOR
DRILL 1/4" HOLE IN SAFETY
6"
"UTILITY".
SHALL READ
JUNCTION BOX
BOX. TOP OF
JB-S1 JUNCTION
MINIMUM
10'-0" SEPARATION
(WHEN REQUIRED)
PHOTOELECTRIC CONTROL
(SEPARATE PAY ITEM)
CONTROL CENTER
READ "VDOT ELEC".
OF JUNCTION BOX SHALL
JB-S1 JUNCTION BOX. TOP
ELECTRODE
GROUNDING
AUGMENTED
ELECTRODE
GROUNDING
SERVICE
ELECTRICAL
BREAKER BOX
SAFETY SWITCH/
MINIMUM
10'-0" SEPARATION
READ "VDOT ELEC".
OF JUNCTION BOX SHALL
JB-S1 JUNCTION BOX. TOP
ELECTRODE
GROUNDING
AUGMENTED
ELECTRODE
GROUNDING
SERVICE
ELECTRICAL
CLOSE NIPPLES
90° FITTINGS AND
CLOSE NIPPLES
90° FITTINGS AND
JUNCTION BOX.
EXTEND AT LEAST 2' ABOVE THE
LENGTH TO ALLOW THE CABLES TO
COILED IN BOX WITH SUFFICIENT
UNDERGROUND SERVICE CABLES
4" MIN.
4" MIN.
W/STAPLES (6" CENTERS)
SWITCH/BREAKER BOX)
SWITCH AND ONE TO SAFETY
CONDUCTORS (ONE TO SAFETY
TWO GROUNDING ELECTRODE
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
480Y/277.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
SERVICE) AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
A OVERHEAD SERVICE) OR THE JUNCTION BOX (FOR TYPE B UNDERGROUND
POWER SOURCE TO THE TOP OF THE OVERHEAD SERVICE POLE (FOR TYPE
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
COMPANY)
REQUIRED BY UTILITY
STUBOUT (LOCATION AS
MINIMUM 2" PVC CONDUIT
BOX. ELECTRICAL SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM.
WORK PAD SHALL BE PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER
8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE
POWER COMPANY.
SPECIFIED IN THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL
7. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS
DOCUMENTS.
6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT
ELECTRICAL CONTINUITY.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1313.10
SHEET 1 OF 1
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
SE-11
NOTES:
6"
6"
METER BASE
GROUNDING LUG
METER BASE
(SEPARATE PAY ITEM)
METAL POLE
CAP
SERVICE ENTRANCE HEAD
SERVICE THIMBLEYE
SERVICE HOOK-UP)
(2-3' CABLES FOR POWER
SERVICE CABLES
(3' CENTERS)
STAINLESS STEEL BANDS
FEEDER CABLE FOR LIGHTING
FEEDER CABLE FOR SIGNAL
STAINLESS STEEL BANDS
SAFETY SWITCH FOR LIGHTING
(SEPARATE PAY ITEM CCW-1)
CONTROL CENTER FOR LIGHTING
METAL POLE
TYPE A (OVERHEAD SERVICE)
90° FITTINGS AND CLOSE NIPPLES
ELECTRODE
AUGMENTED GROUNDING
MINIMUM
10'-0" SEPARATION
SHALL READ "VDOT ELEC".
TOP OF JUNCTION BOX
JB-S1 JUNCTION BOX.
GROUNDING ELECTRODE
ELECTRICAL SERVICE
HANDHOLE
CONTRACT DOCUMENTS
ROADWAY LIGHTING
CONDUIT AS SPECIFIED IN
BOX FOR SIGNAL
SAFETY SWITCH/BREAKER
DOCUMENTS
IN SIGNAL CONTRACT
CONDUIT AS SPECIFIED
PAY ITEM)
(SEPARATE
FOUNDATION
CONDUIT W/ SERVICE CABLE
MINIMUM 1 " RIGID METAL
& LOCKNUTS
BUSHINGS
GROUNDING
METER BASE
& LOCKNUTS
BUSHINGS
GROUNDING
FOR LIGHTING
SAFETY SWITCH
MINIMUM 1" HUB
MINIMUM 1" NIPPLE
FOR LIGHTING AND SIGNAL
CONDUIT TO METER BASE
DETAIL FOR CONNECTION OF
& LOCKNUTS
BUSHINGS
GROUNDING
METER BASE
MINIMUM 1" NIPPLE
MINIMUM 1" HUB
FOR SIGNAL
BREAKER BOX
SAFETY SWITCH/
& LOCKNUTS
BUSHINGS
GROUNDING
(WHEN REQUIRED)
PHOTOELECTRIC CONTROL
HEAD
ENTRANCE
SERVICE
4" MIN.
FOR SIGNALFOR LIGHTING
AND ONE FOR GROUNDING LUG)
SAFETY SWITCH/BREAKER BOX,
SAFETY SWITCH, ONE FOR SIGNAL
CONDUCTORS (ONE FOR LIGHTING
GROUNDING ELECTRODE
MINIMUM 1 " CONDUIT W/ 3
WITH SERVICE CABLE
RISER CONDUIT
RIGID METAL
WITH SERVICE CABLE
RIGID METAL RISER CONDUIT
72"
MA
XIM
UM
PAY ITEM)
(SEPARATE
FOUNDATION
CONTROLLER
CABLE
FEEDER
UNDERGROUND
SHALL BE A SEPARATE PAY ITEM.
PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD
9. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD SHALL BE
CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY.
8. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE AS SPECIFIED IN THE
7. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
LOCATIONS INSIDE THE POLE TO PERMANENTLY IDENTIFY LIGHTING AND SIGNAL POWER CABLES.
6. EACH ELECTRICAL SERVICE FEEDER SHALL BE SEPARATED AND TAGGED IN ACCESSIBLE
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL CONTINUITY.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480Y/277.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
THE TOP OF THE OVERHEAD POLE AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER SOURCE TO
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1313.20
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
ELECTRICAL SERVICE
INSTALLATION DETAILS
SE-11
NOTES:
GROUNDING ELECTRODE
(WHEN REQUIRED)
PHOTOELECTRIC CONTROL
6"
6"
WATERPROOF SPLICE BOX
6"
STAINLESS STEEL BAND
SAFETY SWITCH/BREAKER BOX FOR SIGNAL
(SEPARATE PAY ITEM)
FOUNDATION
FEEDER CABLE FOR SIGNAL
METAL POLE
TYPE B (UNDERGROUND SERVICE)
METAL POLE (SEPARATE PAY ITEM)
GROUNDING LUG
72"
MA
XIM
UM
MINIMUM
10'-0" SEPARATION
GROUNDING ELECTRODE
ELECTRICAL SERVICE
"VDOT ELEC".
BOX SHALL READ
TOP OF JUNCTION
JB-S1 JUNCTION BOX.
ELECTRODE
GROUNDING
AUGMENTED
HANDHOLE
SERVICE CABLES
METAL CONDUIT W/ ELECTRICAL
MINIMUM 1" LIQUID TIGHT FLEXIBLE
MINIMUM 1" METAL CONDUIT COUPLINGS
FLEXIBLE METAL CONDUIT COUPLINGS
MINIMUM 1" RIGID LIQUID TIGHT
MINIMUM 1" PVC THREADED
CONTRACT DOCUMENTS
SPECIFIED IN THE
SIGNAL AND LIGHTING AS
W/ CONDUCTORS FOR
2-MINIMUM 1" CONDUITS
SERVICE CABLE
METAL CONDUIT W/
MINIMUM 1" RIGID
METER BASEMETER BASE
FOR LIGHTING AND SIGNAL
CONDUIT TO METER BASE
DETAIL FOR CONNECTION OF
FOR SIGNALFOR LIGHTING
& LOCKNUTS
BUSHINGS
GROUNDING
& LOCKNUTS
BUSHINGS
GROUNDING
1" NIPPLE
MINIMUM
1" HUB
MINIMUM
FOR LIGHTING
SWITCH
SAFETY
BASE
METER SPLICE BOX
WATERPROOF
4" MIN.
& LOCKNUTS
BUSHINGS
GROUNDING
BASE
METER
1" NIPPLE
MINIMUM
1" HUB
MINIMUM
& LOCKNUTS
BUSHINGS
GROUNDING
(SEPARATE PAY ITEM)
FOR LIGHTING
CONTROL CENTER
CLOSE NIPPLES
90° FITTINGS AND
FOR LIGHTING
FEEDER CABLE
FOR LIGHTING
SAFETY SWITCH
"UTILITY".
SHALL READ
JUNCTION BOX
BOX. TOP OF
JB-S1 JUNCTION
INSIDE THE POLE
CONDUIT ELBOW FROM
BE APPLIED BETWEEN THE
SILICONE SEALANT SHALL
AN APPROVED WATERPROOF
UTILITY COMPANY)
REQUIRED BY
(LOCATION AS
CONDUIT STUBOUT
MINIMUM 2" PVC
FOR SIGNAL
BREAKER BOX
SAFETY SWITCH/
NIPPLES
AND CLOSE
90° FITTINGS
MINIMUM TWO
NIPPLES
AND CLOSE
90° FITTINGS
MINIMUM TWO
COUPLING
CONDUIT
METAL
MINIMUM 1"
COUPLING
CONDUIT
METAL
MINIMUM 1"
BOX, AND ONE FOR GROUNDING LUG)
SIGNAL SAFETY SWITCH/ BREAKER
LIGHTING SAFETY SWITCH, ONE FOR
ELECTRODE CONDUCTORS (ONE FOR
MINIMUM 1 " CONDUIT W/ 3 GROUNDING
ABOVE THE JUNCTION BOX.
TO EXTEND AT LEAST 2'
TO ALLOW THE CABLES
WITH SUFFICIENT LENGTH
CABLE COILED IN BOX
UNDERGROUND SERVICE
TESTED FOR ELECTRICAL CONTINUITY.
5. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE
SHALL BE USED.
4. FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH
SERVICES OTHER THAN 480Y/277.
3. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL
CONTRACT DOCUMENTS.
2. POLE HEIGHT AND SIZE WILL BE AS SPECIFIED IN THE
AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED.
CABLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX
1. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE
A SEPARATE PAY ITEM.
SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD SHALL BE
SERVICE WORK PAD SHALL BE PLACED IN FRONT OF THE SAFETY
9. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL
THE LOCAL POWER COMPANY.
AS SPECIFIED IN THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY
8. RIGID METAL RISER CONDUIT AND SERVICE CABLE SIZE SHALL BE
CONTRACT DOCUMENTS.
7. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE
PERMANENTLY IDENTIFY LIGHTING AND SIGNAL POWER CABLES.
TAGGED IN ACCESSIBLE LOCATIONS INSIDE THE POLE TO
6. EACH ELECTRICAL SERVICE FEEDER SHALL BE SEPARATED AND
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1313.21
SHEET 2 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
�6�÷ßÁÔ�ÑÙ8òßÁ
ßÁÉH§§Ý÷ßÁ
�|$5 ÷ßÁÍ�‘ (øßÁ
²ðßÁn8Ç �øßÁ³ðßÁ©�G] øßÁ{òßÁ
=÷ßÁ:W/IÊóßÁÉ�B÷ßÁ:Wo{ÞóßÁ
ßÁÿwo6¡óßÁUôßÁ:W/IÊóßÁÉ„YôßÁ:Wo{ÞóßÁ¿éóßÁÿ�%MoóßÁçóßÁÄ€HÛ“óßÁÃäóßÁÄ;å•ÅóßÁ‰�ÌóßÁÿ�åO_ôßÁÇóßÁÿ�¥�KôßÁ
�…tâóßÁÄ€Hé�ôßÁ
³ôßÁ“~\ôßÁ0s���ößÁXôßÁ0sÃÝ÷õßÁ@÷ßÁ0sÃÝ÷õßÁ“�E÷ßÁ0s���ößÁ
S�ôßÁ:WïË0ößÁÿóßÁÿ¼RÆLößÁ•ýóßÁÿw¯{~ößÁëóßÁ:Wo1�÷ßÁ
�ÅNûóßÁÿ¼�ؾößÁ
ÿ
ÿÿÿÿ—S$€ÿÿÿÿ
<<>sàòßÁ�GYú¾õßÁ
<õßÁÉb–ðßÁÿ�åO_ôßÁ
RòßÁ
<<þ�½òßÁÆÏm�óßÁ
’ðßÁ:Wo1�÷ßÁÉb–ðßÁ:W¯f ÷ßÁ
’ðßÁÿ�¥�KôßÁ
ßÁÄ;å›âóßÁßÁÄ;¥~&ôßÁßÁÿ�¥ONôßÁ
ßÁÄ;¥~&ôßÁßÁÄ;%‡_ôßÁßÁÿ�¥ONôßÁßÁÄ;å›âóßÁ
ßÁ�GY%ÆößÁßÁ�GÙ2ÞößÁ
ßÁÆÏú$ôßÁßÁÆ�•�ôßÁßÁÄ;åÖÓòßÁ
ßÁÿ�¥�àòßÁßÁÄ;åYÓòßÁ
ßÁ:Wo'�óßÁßÁÿw¯ßúòßÁ
ßÁÿw¯búòßÁßÁÿwo•ˆóßÁßÁÿwo6¡óßÁßÁ:W/�ÉóßÁßÁÿw¯>ÚóßÁßÁ:W¯.�ôßÁ
ßÁ:W¯.�ôßÁßÁÿw¯>ÚóßÁßÁÿwo•ˆóßÁßÁ:W/�ÉóßÁßÁõ“ƒ˜´õßÁ
ßÁõ“ƒ˜´õßÁßÁÿwoà›ößÁ
ßÁÿwoà›ößÁßÁÿw¯§ßößÁßÁ:Wo<÷ßÁßÁ�G™ù�÷ßÁßÁÿw/ù6÷ßÁ ßÁÿw¯§ßößÁ
ßÁ:Wo<÷ßÁßÁ�G™ù�÷ßÁßÁ0s�QùõßÁ
ßÁ÷b-��ößÁßÁõ“à &ößÁßÁõ“Ã�ÏõßÁ
ßÁ÷b-��ößÁßÁõ“à &ößÁßÁõ“Ã�ÏõßÁßÁõ“�°#õßÁ
ßÁ÷b-S%õßÁßÁ0sƒ�0õßÁ
ßÁõ“C˜#õßÁßÁÿwõßÁ
ßÁ�G�5¬õßÁßÁ:W/ê¶õßÁ
ßÁÿw/zªõßÁßÁ0sCm÷õßÁ
#€ÿÿÿÿiª"€ÿÿÿÿWÌ)�'õßÁ
XÌ)�'õßÁXÌ)�'õßÁ
Ç¢��ÓõßÁV�Æ�îõßÁ•�â,�ößÁÊ�täÒõßÁ
D–8ÊîõßÁ“S�Œ�ößÁâ�þM*ößÁ
î6(¿)ößÁ �rî@®õßÁ�®' ®õßÁ,ú{‚õßÁ
�¨9�åößÁŒÁ‹/5Ý~nñ�÷ßÁ �•ØäößÁ
‡ýÄŽÏöà¯�÷ßÁ
„i�� óßÁn8§�øßÁ
@îË÷ßÁ
�ʲ$÷ßÁÐ’š‹ößÁ
Ò�·×õßÁÄ—Ûç-ôßÁþ�*�òßÁÔm�d®ôßÁ��MÏõßÁœ•*•^ößÁW><�òßÁ��íWm÷ßÁ
VIRGINIA DEPARTMENT OF TRANSPORTATION�
SPECIFICATION�REFERENCE�
CCW-1�
700�705�
ROAD AND BRIDGE STANDARDS�
REVISION DATE�
1314.11�
SHEET 2 OF 4�
PHOTOELECTRIC�
CONTROL�
HAND�
OFF�
TO SERVICE ENTRANCE�
SAFETY SWITCH�
SOLID�
NEUTRAL�
TIME CLOCK�
CIRCUIT 2�
CIRCUIT 4�
CIRCUIT 6�CIRCUIT 5�
CIRCUIT 3�
CIRCUIT 1�
TO�
LOADS�
TO�
LOADS�
SWITCH�
SELECTOR�
ALL CIRCUIT BREAKERS SHALL BE SINGLE POLE.�
VOLTAGE AND AMPERAGE RATINGS OF CONTACTORS AND�
PHOTOELECTRIC�
CONTROL�
HAND�
OFF�
AUTO�
SELECTOR�
SWITCH�
TO�
LOADS�
REQUIRED SHALL BE AS INDICATED ON THE PLANS.�NUMBER OF CIRCUITS SHOWN ARE TYPICAL. EXACT NUMBER�
BREAKERS SHALL BE AS INDICATED ON THE PLANS.�
CIRCUIT 1�
CIRCUIT 5�
CIRCUIT 3� CIRCUIT 4�
CIRCUIT 2�
LOADS�
TO�
NEUTRAL�
SOLID�
TIME CLOCK�
TO SERVICE ENTRANCE�
SAFETY SWITCH�
CONTACTORS SHALL BE 2 POLES FOR SINGLE�
PHASE AND 3 POLES FOR THREE PHASE SERVICES.�
NUMBER OF CONTACTORS SHALL BE AS REQUIRED TO�
HANDLE THE NUMBER OF CIRCUITS ACTUALLY BEING UTILIZED.�CIRCUIT 6�
CIRCUIT 8�CIRCUIT 7�
AUTO�
C�
C�
B�B�
A�
A�
A�
A�
A�
C�
B�
A�
C�
C�
N�
M�N�B�A�
N�
M�N�C�B�A�
�
N� N�
A�
C�
B�
A�
v� v� v�
v�
v�
v�
v�
v�
v�
v�
v�
�
DETAILS�
CONTROL CENTER WIRING�
NOTES:�
TYPE E�(SINGLE PHASE)�
TYPE F�THREE PHASE�
Z¤ðßÁÜøÌ›‡ôßÁ•ðßÁv�7ËtôßÁ}�óßÁ0•8L‹ôßÁ—óßÁ˜®ûDvôßÁ
�1³ò—òßÁ‘ã¦@óßÁ
tÃóßÁCß3%¨óßÁ½óßÁ‘Y>mÆóßÁ£ºóßÁ+À/;ðóßÁ [ƒ’§óßÁ²õÜ�2ôßÁžòßÁ
ßÁ´Â�Â�ôßÁ
ßÁoødpMôßÁßÁ¤t=��ôßÁßÁéDX¬JôßÁ
ßÁO+cï3ôßÁßÁˆò���óßÁßÁ£«Ù�óßÁ
9„§ðßÁv’ëþÇößÁ˜ðßÁ�¬U.µößÁ±åÀóßÁv’ëþÇößÁ±óßÁ�¬U.µößÁ
ëí\ñ˜òßÁO�Šæ•õßÁ
-¾óßÁË*pËçõßÁ¾óßÁø�¶™�ößÁy½óßÁLÊ`…6ößÁ•¬�ÂóßÁ•y¢±tößÁ
ßÁ,Ày«KößÁ
ßÁM\>%MößÁßÁ?Ñ_¢‹ößÁ ßÁØvŸ•sößÁ
ÿÿÿÿÿÿ}¨ €ÿÿÿÿ
ßÁÈ•\§�óßÁßÁoøF<fôßÁ
ßÁM\._LôßÁßÁ‚• <gôßÁßÁ+À¦§•ôßÁ
ßÁð!Šw™ößÁßÁ™Í�´ößÁßÁœ®�AšößÁ
ßÁE.TÖ²ößÁßÁ.�b‰ÎößÁ
Y(¾õßÁ`�@$|òßÁ
mïßÁ�Äf�KøßÁmïßÁW£æ[]øßÁ
dŽ†�[òßÁú(�gLøßÁ
¯8�øßÁ
rè}ÜõßÁâ>Æ$ÐößÁ
ßÁU9�ò øßÁ
:>n'ÈõßÁY�
§™•ññßÁÖµ£æy÷ßÁ
ßÁ’NVê“óßÁßÁ¿ßÁ¿ßÁ¿ßÁ’NVê“óßÁßÁün8aIõßÁ
ßÁün¸•[õßÁßÁün8ñÅóßÁßÁünx‹³óßÁßÁ’N–“ÇòßÁ
ßÁ’NV‚)õßÁßÁ’NV‚)õßÁ
ßÁîÝ8øeõßÁßÁîÝxÙ|õßÁßÁîݸ]‘õßÁßÁîݸ}¨õßÁßÁîÝ8øeõßÁ
ßÁîݸ[{õßÁ
ßÁîÝxÛ’õßÁßÁün8!îößÁ
ßÁün¸?ßÁ’NVBÎößÁßÁ’NVBÎößÁ
ßÁÂt¶�÷ßÁß Á  t 6 À � ÷ ß Á ßÁünxí/÷ßÁßÁÂtvD÷ßÁ ßÁÂt¶�÷ßÁ
ßÁÂt6À�÷ßÁßÁünø‰/÷ßÁ
ÿÿÿÿOë2€ÿÿÿÿ ¤½òßÁîÝø¾4óßÁºòßÁ`YÌ™XóßÁŸòßÁ’N��~óßÁ¯��·òßÁ`YŒ„®óßÁ
±òßÁîÝx&ãóßÁç�±òßÁîݸ�òóßÁ
BQáÍáñßÁün¸ÒëòßÁ
fòßÁ
BQa¨äñßÁün¸"ƒôßÁ
‚·òßÁîÝ8 ÙôßÁµòßÁ`YŒîíôßÁ�´òßÁ’N�^�õßÁ¯—K²òßÁ`YLÜCõßÁ
gÂ:ðßÁîݸ‹•õßÁ7ðßÁîÝøR~õßÁgï ðßÁîÝ8ÐðóßÁ ðßÁîݸÖâóßÁ
ªòßÁîÝ8r‡õßÁç�«òßÁîÝ8Ø”õßÁ
BQ!tæñßÁün¸â'ößÁ
N¹òßÁîÝxÍ}ößÁ·òßÁ`YŒ®’ößÁ÷¿òßÁ5ž·3ÁößÁbÊвòßÁñþNêößÁ
¥òßÁ7߯s8÷ßÁ¦ ¶òßÁÙ9O?F÷ßÁ
'ü,ðßÁîÝøú1÷ßÁ
€ÿÿÿÿÿµD4€ÿÿÿÿ
ßÁ¿ßÁîݸfÑòßÁßÁÂtöTÉòßÁ
,ðßÁîÝ8›%÷ßÁ
LÉ+ÜËòßÁ»Á:ËòßÁ”?ˆÛÊòßÁ
�ç6ÆÆóßÁ‘¶cÊÛóßÁ>vKòóßÁògbß\õßÁ»_÷�uõßÁ•Â3ÿŠõßÁŒ H\^õßÁ
�<jËuõßÁ¶-ÛÈõßÁ3Iý2 õßÁžŸ+€�÷ßÁmKËB�÷ßÁph6ÿ0÷ßÁFÈàVD÷ßÁ ŒèŽP�÷ßÁ
úP®�5.÷ßÁ
BÌÏîßÁî—�#_òßÁ�õßÁŒ¸�W4øßÁ�õßÁÇ—”¦FøßÁ
ßÁüÈôð�øßÁ
�±NËÙîßÁô—ÞéNøßÁ
|ž5A{òßÁ‰¸ôe/øßÁ
•7ò÷ßÁ
ßÁ¿ßÁ¿ßÁ¿ßÁ¿
¹'k�õßÁ‰éªweòßÁ
¥¸BñßÁîÝøã•÷ßÁ
„1ããÇóßÁU7�qÜóßÁ�x{••CôßÁ
TYPICAL LOOP
WIRE PLAN
TYPICAL SAW SLOT DETAIL
INSTALLATION OF LOOP CABLE ACROSS
TYPICAL SAW
CUT DIAGRAM
B B
AA
CROSS SECTION
TYPICAL SEALED SLOT
HYDRAULIC CEMENT CONCRETE PAVEMENT JOINTS
703
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
TD-1A, B, C
LOOP DETECTOR
INSTALLATION DETAIL
OVERLAP SAW CUT AT CORNERS
FOR UNIFORM DEPTH
BEFORE CUTTING THE SAW SLOT
1 ‚" DIAMETER HOLE DRILLED
INSTALLATION. NOT NECESSARILY FINISHED GRADE.
LOOP SEALANT PAVEMENT JOINT LOOP CABLE
LOOP CABLE
BE CUT INTO THE BASE COURSE TO A DEPTH OF 3".
IN NEW ASPHALT CONCRETE ROADWAYS, SAW SLOTS SHALL
TOP VIEW
SIDE VIEW
LOOP IN HYDRAULIC
CONCRETE
LOOP IN ASPHALT
SECTION A-A SECTION A-ASECTION B-B SECTION B-B
…" •" …"
3"
•"
8"
LOOP CABLES
DEPTH OF SAW SLOT SHALL BE MEASURED FROM PAVEMENT SURFACE AT TIME OF
1 ‚" SAW SLOT
TO JUNCTION BOX
RUN CABLEAND/OR HOME NEAREST LOOP 2' MINIMUM TO
CEMENT CONCRETE (NO JOINT)
INTO THE EXISTING SURFACE TO A DEPTH OF 4".
RESURFACED AS PART OF THE PROJECT, SAW SLOTS SHALL BE CUT
IN EXISTING ASPHALT CONCRETE ROADWAYS WHICH ARE NOT TO BE {
3"
APPROVED SEALANT
BACKER ROD
SEE NOTE 1 SEE NOTE 1
SE
E
NO
TE 2
SE
E
NO
TE 2
ENCLOSED IN TUBING IS INSTALLED.SAW SLOT SHALL BE †" WHEN LOOP DETECTOR CABLE 1.
2.
NOTES:
MAXIMUM DEPTH.
IN FINAL RIDING SURFACE SHALL HAVE A 4" MINIMUM AND 4.5"
RIDING SURFACE AS SPECIFIED IN CONTRACT DOCUMENTS. SAW SLOTS
OVERLAY. LOOP DETECTORS MAY BE INSTALLED THROUGH FINISHED
INTO THE PLANED SURFACE TO A DEPTH OF 3" PRIOR TO THE
RESURFACED AS PART OF THE PROJECT, SAW SLOTS SHALL BE CUT
IN EXISTING ASPHALT CONCRETE ROADWAYS WHICH ARE TO BE
8"8"
PLASTIC SLEEVE
ƒ" FLEXIBLE
THE JUNCTION BOX.REQUIRED SPACING AT TAPERED TO THE SAW SLOT AND THEN AT THE END OF THE 6" BETWEEN EACH OTHER THE CONDUITS SHALL BE TO BE CLOSER THAN 6", REQUIRES THE CONDUITS JUNCTION BOX WIDTH AND CONDUITS. IF THE ADJACENT SAW SLOTS MINIMUM 6" BETWEEN CONDUITS SHALL BE A SLOTS AND PVC SECTION B-B SAW
MIN.6"
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 3
1315.10
REVISION DATE
02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SHOULDER SECTION
CURB AND GUTTER SECTION
CURB SECTION (NO GUTTER)
12"
12"SAW SLOT
LOOP CABLE
SHOULDER PAVEMENT
SAW SLOT
LOOP CABLE
TO JUNCTION BOX
EDGE OF SHOULDER
PAVEMENT
DRILL THROUGH
JUNCTION BOX
TO
CEMENT CONCRETE PAVEMENT
ASPHALT CONCRETE OR HYDRAULIC
TO JUNCTION BOX
12"
SAW SLOT
LOOP CABLE
ASPHALT CONCRETE PAVEMENT
HYDRAULIC CEMENT OR
DRILL THROUGH PAVEMENT
DRILL THROUGH PAVEMENT
45°
45°
45°
NOTES:
TO THE OPEN END OF THE BUSHING.
PAVEMENT. DUCT SEAL SHALL BE APPLIED
ON THE ENDS OF THE CONDUITS IN THE
PLASTIC BUSHINGS SHALL BE INSTALLED2.
CONDUITS AND LOOP CABLES.
HOLES DRILLED FOR INSTALLATION OF THE
SAW SLOTS SHALL INTERSECT WITH THE3.
CONDUIT AND PLASTIC BUSHING.
REQUIRED FOR INSTALLATION OF THE
DRILLED HOLES SHALL BE NO LARGER THAN4.
ALLOWED.
TO PERFORM THIS WORK WILL NOT BE
REMOVAL OF LARGE SECTIONS OF PAVEMENT5.
SPECIFIED ON THE CONTRACT DOCUMENTS.
ALL DIMENSIONS NOT SHOWN SHALL BE AS7.
TD-1A, B, C
VIRGINIA DEPARTMENT OF TRANSPORTATION
LOOP DETECTOR
INSTALLATION DETAIL703
REFERENCE
SPECIFICATION
PVC CONDUIT1" METAL OR
PVC CONDUIT1" METAL OR
PVC CONDUIT1" METAL OR
EACH SAW SLOT.
ONE CONDUIT SHALL BE PROVIDED FOR6.
SEE NOTE 1
SAW SLOT.
INSTALLED 1" BELOW THE BOTTOM OF THE
THE TOP OF 1" CONDUITS SHALL BE1.
EDGE OF GUTTER
SEE NOTE 1
EDGE OF CURB
SEE NOTE 1
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1315.11
SHEET 2 OF 3
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
X
•X
NOTES:
LOOP CABLE INSTALLATION
LOOP CABLE INSTALLATIONLOOP CABLE INSTALLATION
SPECIFIED ON THE CONTRACT DOCUMENTS.
ALL DIMENSIONS NOT SHOWN SHALL BE AS1.
TD-1C
TD-1A
TD-1B
TYPICAL LANE COVERAGE DIAGRAM
LANE LINE OR CENTER LINE
ROAD EDGE OR LANE LINE
ZY X
2
Z
703
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
LOOP DETECTOR
INSTALLATION DETAIL
TD-1A, B, C
PLAN VIEW
PLAN VIEW
PLAN VIEW
DOCUMENTS.
REQUIRED AS SPECIFIED BY THE CONTRACT
ADDITIONAL WIRE TURNS PER LOOP MAY BE
BASED ON THE LENGTH OF LEAD-IN CABLE, 3.
OF THREE TURNS PER RUNNING FOOT.
LOOP WIRE TWISTED TOGETHER WITH A MINIMUM2.
SEE NOTES 2, 3
SEE NOTES 2, 3
2, 3
NOTES
SEE
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 3
1315.12
REVISION DATE
NEW 02/16
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ELECTRICAL CONDUIT AND CONDUCTOR CABLE
UNDERGROUND INSTALLATION
ECI-1
ECI-2
18"-24"
EXISTING PAVEMENT AREA INSTALLATION
PAVEMENT
EXISTINGWITH THE CONTRACT DOCUMENTS.
PAVEMENT SHALL BE RESTORED IN ACCORDANCE
METAL CONDUIT
NONMETALLIC OR
BACKFILL
COMPACTED
SEE NOTE 4
SEE NOTE 5
3"
3"
3"
3"
NOTES:
D = WIDTH OF OFFSET
PROJECTED CONDUIT LINE
CONDUIT LINED
8 x D
METHOD OF OFFSETTING CONDUIT
LOCATOR TAPE
FINISHED GRADE
METAL CONDUIT
NONMETALLIC OR
3"
3"
METAL CONDUIT
NONMETALLIC OR
3"
3"
CONDUCTOR CABLE
DIRECT BURIAL
3"
3"
18"-24"
PAVEMENT
PROPOSED
3"
3"
18"
NON - PAVEMENT AND PROPOSED PAVEMENT AREA INSTALLATION
3"
18"
3"
3"
SEE NOTE 6 SEE NOTE 5SEE NOTE 5
NOTE 4
SEE NOTE 4
SEE
NOTE 4
SEE
LOCATOR TAPE
FINISHED GRADE
BA
CK
FIL
L
CO
MP
AC
TE
D
BA
CK
FIL
L
CO
MP
AC
TE
D
BA
CK
FIL
L
CO
MP
AC
TE
D
302
700
LOCATOR TAPE
3"
LOCATOR TAPE
3"
12" FROM THE CLOSEST POINT OF THE OBSTRUCTION.
THE CONDUIT SHALL MAINTAIN A MINIMUM CLEARANCE OF
8. WHEN OFFSETTING CONDUIT TO BYPASS AN OBSTRUCTION,
AS DIRECTED BY THE ENGINEER.
EXISTING CONDUIT SYSTEMS OR BYPASSING OBSTRUCTIONS
7. OFFSETTING OF CONDUIT MAY BE USED FOR TYING INTO
6. ONE OR MORE CONDUCTOR CABLES AS REQUIRED.
5. ONE OR MORE CONDUITS AS REQUIRED.
DEBRIS, ETC.).
FILL (FREE OF ANY STONES, CINDERS, WOOD, ROOTS,
4. BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY
OF SEPARATION BETWEEN CONDUIT SYSTEMS.
PARALLEL IN A COMMON TRENCH WITH NO LESS THAN 6"
PROXIMITY TO EACH OTHER, CONDUITS SHALL BE PLACED
COMMUNICATION ARE TO BE INSTALLED IN CLOSE
3. WHERE CONDUIT FOR POWER AND CONDUIT FOR
SIDEWALK.
SHALL EXTEND 24" BEYOND THE PAVED SURFACE AND/OR
ROADWAYS OR SIDEWALK FOR DIRECT BURIED CABLES
2. CONDUIT INSTALLED UNDER EXISTING OR PROPOSED
CONDUIT OR CONDUCTOR CABLES.
BELOW FINISHED GRADE AND DIRECTLY ABOVE BURIED
MAXIMUM WIDE RED PLASTIC LOCATOR TAPE 6" TO 8"
1. CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 6"
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1318.10
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
ßÁ|¥8|ºóßÁßÁô9ìë¹óßÁßÁÐÊ¿¼¸óßÁ
ßÁw¨õVÁóßÁßÁñøàìôóßÁßÁ�:°ŠñóßÁßÁ�H�ïñóßÁßÁ¹%N‰úóßÁßÁ�倂¹ôßÁ
ßÁ�倕·ôßÁßÁ·O�¬ºôßÁ
ßÁ_�>¸ôßÁßÁ_ˆ>¸ôßÁ
ßÁ¡j-"ÃôßÁßÁ¡j-"ÃôßÁ
ßÁ·OÄ8øôßÁßÁ_�¿öôßÁ
ßÁ¡jí®ßÁÉ|j>�óßÁßÁÛ�/A*óßÁßÁ¿÷'�ÕóßÁßÁÉ|ªÉlóßÁßÁÛ�¯ü óßÁßÁ¿÷'ÆKóßÁ
ßÁ„�¨-òôßÁ
ßÁ²bÐ�õßÁßÁ¿÷gaàõßÁßÁÁ/ YÔõßÁ
ßÁ¿÷gÏ&ößÁßÁ®.ï·�ößÁßÁ„�hô~õßÁ
ßÁ†ç‘�‘õßÁ10.dgn
ßÁ:©¾†–õßÁßÁ„�(Å‚ôßÁßÁ„�(Þ•ôßÁ
x;ËšôßÁõ�RŽ¢ößÁ
�õßÁUô¢��øßÁ
á�ÖîßÁSô�*CòßÁ
ßÁW��ö¿ôßÁÁ
ŠmößÁ
ßÁ[¼h-óßÁ
ßÁÑzh[+óßÁ
ßÁH9h‰MóßÁ
ÿ
ßÁ(�Ã}Ý÷ßÁ
öF«7ÙîßÁ ä¬v(øßÁ
?€ÿÿÿÿÂq4€ÿÿÿÿ€ÿÿÿÿÿÿÿ
¬*€ÿÿÿÿ
+€ÿÿÿÿŒ�(€ÿÿÿÿ
ÿÿÿÿlô$€ÿÿÿÿ•+€ÿÿÿÿÕƒ$€ÿÿÿÿ•+€ÿÿÿÿ>�$€ÿÿÿÿ
ßÁv�—”öôßÁÿÿ ßÁ¡µ(ĺôßÁ
ß
Á
Ã
O
$
ì
»
ô
ß
Á
ßÁÃO$ì»ôßÁÁQÝ5�ìôßÁ ßÁ•‹ƒ‡øôßÁ
ßÁ•‹ƒ‡øôßÁßÁ•‹ƒ‡øôßÁßÁ¤•@îÔôßÁ
ôßÁ•EA¹ÞôßÁ
�
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
W
•W
INSTALLATIONS
SINGLE POST
OF CURB
OR TOP
TRAVELWAY
EDGE OF
NOTE 2
SEESEE NOTE 2
SEE NOTE 2
OF CURB
OR TOP
TRAVELWAY
EDGE OF
OF CURB
OR TOP
TRAVELWAY
EDGE OF
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
(SEE NOTE 2)
VERTICAL CLEARANCE
SLOPE
CUT
SLOPE
FILL
(SEE NOTE 2)
HEIGHT (h)
MOUNTING
SLOPE
FILL
SLOPE
CUT (SEE NOTE 2)
HEIGHT (h)
MOUNTING
(SEE NOTE 2)
CLEARANCE
VERTICAL
SLOPE
FILL
SLOPE
CUT (SEE NOTE 2)
HEIGHT (h)
MOUNTING
(SEE NOTE 2)
CLEARANCE
VERTICAL
6 & 7
SEE NOTES
6 & 7
SEE NOTES
6 & 7
SEE NOTES
4'
6"
SEE NOTE 10
SEE NOTE 10
SEE NOTE 10
THREE POST INSTALLATIONSTWO POST INSTALLATIONS
4'
6"4'
6"
POST INSTALLATIONS
7' MIN. FOR SQUARE TUBE
GENERAL NOTES:
WOOD POST NOTES:
SQUARE TUBE POST NOTES:
(SEE NOTES 11 & 12)
W (SEE NOTES 11 & 12)
�
�
BARRIER SERVICE.
PRESENT. THE EDGE OF SIGN SHALL BE OUTSIDE THE DEFLECTION ZONE FOR TRAFFIC
THE FACE OF CURB OR 4 FEET FROM FACE OF PERMANENT CONCRETE BARRIER, IF
6. THE LATERAL CLEARANCE TO THE SIGN EDGE SHALL BE A MINIMUM OF 2 FEET FROM
THE SIGN TO THE FINISHED SURFACE SHALL HAVE A CLEARANCE OF 7 FEET.
OR ON-STREET PARKING IS PERMITTED, THE HEIGHT (h) FROM THE LOWEST PORTION OF
5. FOR SIGNS LOCATED IN AREAS WHERE PEDESTRIAN MOVEMENTS ARE LIKELY TO OCCUR
WILL PROJECT MORE THAN 4" INTO THE PEDESTRIAN FACILITY.
BE MOUNTED LOWER THAN 7 FEET ABOVE A PEDESTRIAN SIDEWALK OR PATHWAY IF IT
AUXILIARY PLATE) IS CONSIDERED TO BE A SINGLE SIGN. A SECONDARY SIGN SHALL NOT
EXCEPT A ROUTE MARKING ASSEMBLY (CONSISTING OF A ROUTE MARKER WITH AN
4. A SECONDARY SIGN IS CONSIDERED TO BE A SIGN MOUNTED BELOW ANOTHER SIGN,
3. MOUNTING HEIGHT (h) FOR STREET NAME SIGNS SHALL BE BETWEEN 8'-6" AND 9'-0".
BARRIER, OR GUARDRAIL AS PER NOTES 6 AND 7.
WHEN THE SIGN IS LOCATED AT LEAST THE MINIMUM DISTANCE BEHIND CURB,
SLOPE GREATER THAN 3:1, OR
WHEN SIGNS OR PORTIONS OF SIGNS ARE LOCATED MORE THAN 10 FEET UP A CUT
FOR EITHER OF THE FOLLOWING CONDITIONS:
THE CLEAR ZONE. THIS MINIMUM VERTICAL CLEARANCE MAY BE REDUCED TO 5 FEET
GRADE BENEATH THE SIGN) SHALL BE 7 FEET FOR ANY PORTION OF THE SIGN WITHIN
C. MINIMUM VERTICAL CLEARANCE (DISTANCE BETWEEN BOTTOM OF SIGN AND FINISHED
AS PER NOTE 2C.
EXCEPT WHEN NECESSARY TO ACHIEVE MINIMUM VERTICAL CLEARANCE BENEATH SIGN
B. MAXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN(S) SHALL BE 8 FEET,
FOR SECONDARY SIGNS (SEE NOTE 4).
A. MINIMUM MOUNTING HEIGHT (h) SHALL BE 7 FEET FOR TEMPORARY SIGNS AND 6 FEET
2. FOR ALL SIGNS EXCEPT STREET NAME SIGNS:
WILL BE IN PLACE FOR A MAXIMUM OF 36 MONTHS.
1. WSP STANDARDS SHALL ONLY BE USED FOR TEMPORARY SIGN INSTALLATIONS THAT
WSP-1
02/16
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 6
1320.10
REVISION DATE
TEMPORARY SIGNS
WOOD POST AND SQUARE TUBE POST SIGN STRUCTURES(FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES)
700512
12. W = (0.60) X (SIGN WIDTH)
POSTS OF ANY OTHER SIZE SHALL BE 8 FEET.
SHALL BE 3 FEET. MINIMUM SPACING (CENTER TO CENTER) BETWEEN TWO WOOD
11. MINIMUM SPACING (CENTER TO CENTER) BETWEEN TWO 4" x 4" WOOD POSTS
SHALL MATCH THE COLOR OF THE ADJACENT EDGE LINE MARKING.
TIMES THAT THE SIGN IS COVERED. THE COLOR OF THE ED-3 DELINEATORS
10. ED-3 TYPE 2 DELINEATORS SHALL BE PLACED ON ALL POSTS DURING ALL
POSITION THE CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE ACTION.
TWIST DURING USE. IN THE EVENT THE POST LEANS OR TWISTS OUT OF
9. THE SIGN POST SHALL BE PLUMB AT INSTALLATION AND SHALL NOT LEAN OR
TOP OF THE SIGN.
8. THE TOP OF THE SIGN POST MAY EXTEND NO MORE THAN 2 FEET ABOVE THE
PANEL IS OUTSIDE OF THE GUARDRAIL DEFLECTION DISTANCE.
GUARDRAIL SHALL BE LOCATED SUCH THAT THE NEAR SIDE EDGE OF THE SIGN
7. UNLESS OTHERWISE APPROVED BY THE ENGINEER, SIGNS PLACED BEHIND
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SIDE VIEW FRONT VIEW
SIGN FACE
WOOD POST
GROUND LINE GROUND LINE
WOOD POST
REFERENCE
SPECIFICATION
WSP-1
VIRGINIA DEPARTMENT OF TRANSPORTATION700
512
TEMPORARY SIGNS
14"
4"
GROUND LINE
WOOD POST
CONCRETE
WOOD POST
SET IN CONCRETE
SET IN EARTH
INSTALLATION DETAILS
CONCRETE USED.
TO BE TAMPED. NO
BACKFILL MATERIAL
POSTS.
4' MIN. FOR ALL OTHER
3' MIN. FOR 4"x4" POST.
SURFACE COURSE
STANDARD BITUMINOUS
1'-0"
1'-0"
POSTS.
4' MIN. FOR ALL OTHER
3' MIN. FOR 4"x4" POST.
METHOD OF POST DRILLING
NOTES:
3. POSTS LESS THAN 6" X 6" DO NOT REQUIRE BORE HOLES.
2. 6" X 8" WOOD POST REQUIRES TWO 3" BORE HOLES.
1. 6" X 6" WOOD POST REQUIRES TWO 2" BORE HOLES.
FOR DRAINAGE.
AT APPROX. 1/2":12"
SLOPE BORE HOLES
TAMPING.
IN 6" LIFTS WITH
AND THEN BACKFILLED
EXCAVATED MATERIAL
MIXED WITH THE
MATERIAL SHALL BE
CEMENTITIOUS
80 LBS OF
SIGN
BOTTOM OF
BOTTOM OF SIGN
02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1320.11
SHEET 2 OF 6
BRACING AND POST TOLERANCE DETAIL
•" TO 2"
SQUARE TUBE POST
WOOD OR
NOTES:
WOOD OR SQUARE TUBE STEEL POST SIGN STRUCTURES
(FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES)
SEE NOTE 2
SEE NOTE 2
SIGN.
AND NO MORE THAN 2 FEET ABOVE THE TOP OF THE
2. THE TOP OF POST SHALL BE NO MORE THAN 2" BELOW
BRACING CONFORMING TO STANDARD STP-1.
1. SIGN WIDTHS GREATER THAN 48" SHALL REQUIRE SIGN
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
WSP-1
700
512
TEMPORARY SIGNS
SINGLE-POST TW0-POST THREE-POST
2
COMMENTS
9
10
11
12
NOTES:
8
POST
SIZE OF
(FT)
CENTROID
9
10
11
12
8
9
10
11
12
8
9
10
11
12
13
8
SEE NOTE 14" X 4"
DESIGN TABLE FOR WOOD POST
7
6
5
5
4
13
12
11
10
9
20
18
16
15
13
NOTE 2)
(SEE
4" X 6"
18
16
15
13
12
37
33
29
27
25
55
49
44
40
37
5" X 5"
6" X 6"
9
10
11
12NOTE 2)
(SEE
6" X 8"
46
41
38
34
92
83
75
69
528
13
14
32
22
103
64
44
155
138
124
113
103
95
66
15
14
12
11
10
29
26
23
21
19
18
31
27
24
22
20
58
51
46
42
39
36
46
41
37
33
31
87
77
69
63
58
53
WOOD POST SIGN STRUCTURES
(FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES)
MAXIMUM AREA (TOTAL OF SIGNS) (FT )
02/16
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 6
1320.12
REVISION DATE
WITH STANDARD PCS-1.
3. CENTROID SHALL BE DETERMINED IN ACCORDANCE
DIRECTION OF (PARALLEL TO) TRAFFIC.
2. LARGER DIMENSION OF WOOD POST SHALL BE IN
236 OF THE SPECIFICATIONS.
TO ENSURE CONFORMANCE WITH SECTION
MATERIALS CERTIFICATION FOR WOOD POSTS
B. CONTRACTOR SUPPLIES DEPARTMENT WITH
OF TRAVEL LANE.
TOP OF ROADWAY SURFACE AT THE EDGE
HEIGHT (h) BETWEEN BOTTOM OF SIGN AND
MAINTAINING A 7'-0" MINIMUM MOUNTING
SIGN DOES NOT EXCEED 7'-6" WHILE
THE GROUND LEVEL AND BOTTOM OF THE
A. THE MAXIMUM VERTICAL CLEARANCE BETWEEN
PROVIDED:
SIGN CAN BE INCREASED TO 16 SQUARE FEET
1. FOR A SINGLE 4" X 4" POST THE MAXIMUM TOTAL
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
WSP-1
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
TEMPORARY SIGNS
700
512
NOTES:
SHEETING SIGN BRACE
(SEE NOTE 2)
OR SCREW
DRIVE RIVET
SIGN PANEL
SHEETING SIGN BRACING
POST CLAMP
SIGN
POST CLAMP
NEW 02/16
WOOD POST
WOOD POST
NUT
WOOD POST
HEAD
NYLON WASHER UNDER
UNDER NUT AND A
AND LOCK WASHER
BOLT W/FLAT WASHER
REQUIRED HEX HEAD
…" X LENGTH AS
LAG BOLT
…" X 3"
LOCK WASHER
FLAT WASHERSIGN
SIGN
WOOD POST
CLAMP IS TO BE SIZED TO FIT THE
THE CHANNEL BRACE
CLAMPS FROM AN OPEN END OF
INTO PLACE WITHOUT SLIDING THE
CLAMPS CAN BE TWIST LOCKED
STEEL CARRIAGE BOLT
STAINLESS STEEL WITH STAINLESS
11 GAUGE, TYPE 304, #2B FINISHED
(CONNECTING JUNCTION)
WOOD POST & BRACE
FOR WOOD POST REQUIRING BRACING
SIGN PANEL ATTACHMENT DETAILS
(SEE NOTE 1)
NYLON WASHER
WOOD POST
WOOD POST WITHOUT BRACING
SIGN ATTACHMENT DETAILS
ROAD AND BRIDGE STANDARDS
REVISION DATE
1320.13
SHEET 4 OF 6WOOD POST SIGN STRUCTURES - ATTACHMENT DETAILS
(FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES)
CLAMP DETAIL
STAINLESS STEEL.
5. BOLTS, NUTS, AND LOCK WASHERS SHALL BE GALVANIZED OR
HEADS SHALL MATCH THE COLOR OF THE SIGN SHEETING.
TEMPORARY SIGNS MAY BE UNCOATED. IF POWDER COATED, THE
4. THE HEADS OF ALL DRIVE RIVETS AND BOLTS PROTRUDING FROM
PER STANDARD STP-1.
3. SIGN PANEL ATTACHMENTS TO SQUARE TUBE POSTS SHALL BE AS
WITH NYLON OR RUBBER WASHER.
2. DRIVE RIVET SHALL BE ‰" OR …" ALUMINUM FLAT HEAD RIVET
DIAMETER OF 1" AND AN INSIDE DIAMETER OF ‹".
1. NYLON WASHER SHALL BE ˆ" THICK MINIMUM WITH AN OUTSIDE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
NOTES:
22.0
SINGLE-POST TW0-POST THREE-POST
7.7
7.1
21.4
19.0
17.0
15.4
14.2
2
6.5 13.0
6.1
19.8
24.8
12.2
18.0
16.5
15.2
14.1
86.8
77.2
69.4
63.2
57.8
53.4
94.8
86.7
80.1
74.4
43.4
38.6
34.7
31.6
28.9
26.7
24.8
COMMENTS
9
10
11
12
13
14
19.1
17.2
21.5
15.6
14.3
13.2
12.3
49.6
44.0
39.6
36.0
33.0
30.4
28.2
74.4
66.0
59.4
54.0
49.5
45.6
42.3
8.5
9.5
14 GA.
2 INCH
10.7
8
POST
SIZE OF
(FT)
CENTROID
9
10
11
12
13
14
8
9
10
11
12
13
14
8
9
10
11
12
13
14
8
49.6
10 GA.
2• INCH
12 GA.
2• INCH
130.2
115.8
104.1
(SEE NOTE 1)
INNER POST
10 GA.
2‰ INCH
WITH
10 GA.
2• INCH
REFERENCE
SPECIFICATION
WSP-1
VIRGINIA DEPARTMENT OF TRANSPORTATION700
512
TEMPORARY SIGNS
SQUARE TUBE POST SIGN STRUCTURES
(FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES)
DESIGN TABLE FOR SQUARE TUBE POST
MAXIMUM AREA (TOTAL OF SIGNS) (FT )
NEW 02/16
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 6
1320.14
REVISION DATE
(SEE NOTE 4)
FOUNDATION
TYPE F
TYPE D, OR
TYPE A,
(SEE NOTE 4)
FOUNDATION
TYPE E
TYPE A OR
(SEE NOTE 4)
FOUNDATION
TYPE C
TYPE B OR
(SEE NOTE 4)
FOUNDATION
TYPE C
TYPE B OR
IN ACCORDANCE WITH STANDARD STP-1.
4. TYPE A, B, C, D, E, AND F FOUNDATIONS SHALL BE
10 GA. = 55 KSI
14 GA. AND 12 GA. = 60 KSI
3. MINIMUM COLD FORMED YIELD STRENGTH SHALL BE:
WITH PCS-1.
2. CENTROID SHALL BE DETERMINED IN ACCORDANCE
1. THE INNER POST SHALL BE 6 FEET IN LENGTH.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
WSP-1
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
700
512
12"
6"
6"
SPLICE DETAIL
POST SIZE
2 INCH, 14 GAUGE
SPLICE SIZE TABLE
2• INCH, 12 GAUGE
2• INCH, 10 GAUGE
SPLICE POST SIZE
1ƒ INCH, 14 GAUGE
2‚ INCH, 12 GAUGE
2‰ INCH, 10 GAUGE
Š" DIA. - 90° CORNER BOLT
(FOUR TOTAL)
90° CORNER BOLTS
†" DIAMETER
TEMPORARY SIGNS
SQUARE TUBE POST SIGN STRUCTURES
(FOR CONSTRUCTION, MAINTENANCE, PERMIT AND UTILITY ACTIVITIES)
SQUARE TUBE POST
BACK SIDE OF
A A WOLF
CIFFART
BB
CORNER BOLT DETAIL
SECTION A-A SECTION B-B
OF THE POST. SEE SPLICE DETAIL.
LEFT OR RIGHT SIDE OF THE POST. THE NUT SHALL BE ON THE BACK
SIDES PER EACH CORNER BOLT. THE BOLT HEAD SHALL BE ON THE
4. CORNER BOLTS SHALL BE INSTALLED SO THE BOLT HEADS ALTERNATE
3. SPLICES SHALL ONLY BE PERMITTED FOR TEMPORARY INSTALLATIONS.
2. SPLICES SHALL BE A MINIMUM OF 24" ABOVE GROUND LINE.
1. ONLY ONE SPLICE PER POST WILL BE ALLOWED.
SIGN
NEW 02/16
ROAD AND BRIDGE STANDARDS
REVISION DATE
1320.15
SHEET 6 OF 6
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
.
REVISION DATE
W
(SEE NOTE 4)
�W
7’ MIN.
TYPES
SIGN
REGULATORY SIGNS
WARNING AND
ROUTE MARKERS,
INSTALLATIONS
SINGLE POST
DIRECTIONAL SIGNS
INSTALLATIONS
TWO POST
INSTALLATIONS
THREE POST
VIRGINIA DEPARTMENT OF TRANSPORTATION700
REFERENCE
SPECIFICATION
SQUARE TUBE SIGN POST
STP-1
HIGHWAYS
OTHER
7’
OF CURB
OR TOP
TRAVELWAY
EDGE OF
NOTES:
7’
4’
5’
7’
7’
7’(SEE NOTE 3)
SECONDARY SIGNS
(SEE NOTE 1)
MINIMUM MOUNTING HEIGHT (h)
AREAS
RURAL
5’
W (SEE NOTE 4)
OF CURB
OR TOP
TRAVELWAY
EDGE OF
OF CURB
OR TOP
TRAVELWAY
EDGE OF
5’
AREAS
NON-RURAL ACCESS HIGHWAYS
FULL CONTROL
EXPRESSWAYS, AND
FREEWAYS,
SLOPE
CUT
SLOPE
FILL
7 & 8
SEE NOTES
7 & 8
SEE NOTES
7 & 8
SEE NOTES
SLOPE
FILL
SLOPE
CUT
SLOPE
FILL
SLOPE
CUT
(SEE NOTE 1)
HEIGHT (h)
MOUNTING
(SEE NOTE 1)
HEIGHT (h)
MOUNTING
(SEE NOTE 1)
HEIGHT (h)
MOUNTING
OUTSIDE OF THE GUARDRAIL DEFLECTION DISTANCE.
SHALL BE LOCATED SUCH THAT THE NEAR SIDE EDGE OF THE SIGN PANEL IS
8. UNLESS OTHERWISE APPROVED BY THE ENGINEER, SIGNS PLACED BEHIND GUARDRAIL
FROM THE FACE OF CURB OR 4 FEET FROM FACE OF BARRIER, IF PRESENT.
7. THE LATERAL CLEARANCE TO THE SIGN PANEL SHALL BE A MINIMUM OF 2 FEET
CLEARANCE OF 7 FEET.
PORTION OF THE SIGN PANEL TO THE FINISHED SURFACE SHALL HAVE A MINIMUM
OCCUR OR ON-STREET PARKING IS PERMITTED, THE HEIGHT FROM THE LOWEST
6. FOR SIGNS LOCATED IN AREAS WHERE PEDESTRIAN MOVEMENTS ARE LIKELY TO
(SEE NOTE 1)
VERTICAL CLEARANCE
(SEE NOTE 1)
CLEARANCE
VERTICAL
(SEE NOTE 1)
CLEARANCE
VERTICAL
�»¿
�
TRAFFIC SIGNALS.
SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINIARIES AND
FHWA APPROVED BREAKAWAY SUPPORT SYSTEM CONFORMING TO AASHTO’S STANDARD
5. SQUARE TUBE SIGN POSTS REQUIRING A BREAKAWAY SUPPORT SYSTEM SHALL BE AN
4. W = (0.60) X (SIGN PANEL WIDTH)
FACILITY.
PEDESTRIAN SIDEWALK OR PATHWAY IF IT WILL PROJECT INTO THE PEDESTRIAN
SIGN. A SECONDARY SIGN SHALL NOT BE MOUNTED LOWER THAN 7 FEET ABOVE A
EXCEPT A ROUTE MARKER WITH AN AUXILIARY PLATE IS CONSIDERED TO BE A SINGLE
3. A SECONDARY SIGN IS CONSIDERED TO BE A SIGN MOUNTED BELOW ANOTHER SIGN,
2. MOUNTING HEIGHT (h) FOR STREET NAME SIGNS SHALL BE BETWEEN 8’-6" AND 9’-0".
BARRIER, OR GUARDRAIL AS PER NOTES 7 AND 8.
WHEN THE SIGN IS LOCATED AT LEAST THE MINIMUM DISTANCE BEHIND CURB,
A CUT SLOPE GREATER THAN 3:1, OR
WHEN SIGNS OR PORTIONS OF SIGNS ARE LOCATED MORE THAN 10 FEET UP
REDUCED TO 5 FEET FOR EITHER OF THE FOLLOWING CONDITIONS:
SIGN WITHIN THE CLEAR ZONE. THIS MINIMUM VERTICAL CLEARANCE MAY BE
FINISHED GRADE BENEATH THE PANEL) SHALL BE 7 FEET FOR ANY PORTION OF THE
C. MINIMUM VERTICAL CLEARANCE (DISTANCE BETWEEN BOTTOM OF SIGN PANEL AND
BENEATH SIGN PANEL AS PER NOTE 1C.
FEET, EXCEPT WHEN NECESSARY TO ACHIEVE MINIMUM VERTICAL CLEARANCE
B. MAXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN PANEL(S) SHALL BE 8
MOUNTING HEIGHT" TABLE ON THIS SHEET.
A. MINIMUM MOUNTING HEIGHT (h) SHALL BE IN ACCORDANCE WITH THE "MINIMUM
1. FOR ALL SIGNS EXCEPT STREET NAME SIGNS:
ROAD AND BRIDGE STANDARDS
REVISION DATE
1321.10
SHEET 1 OF 12
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
12.1
SINGLE-POST TW0-POST THREE-POST
MAXIMUM AREA (TOTAL OF SIGN PANELS) (FT )
4.2
3.8
23.6
21.0
18.8
17.2
15.6
2
3.5
14.5
3.3
10.9
13.6
13.5
9.9
9.1
8.4
7.8
47.8
42.4
38.2
34.8
31.8
29.4
52.2
47.7
44.1
40.8
23.9
21.2
19.1
17.4
15.9
14.7
13.6
COMMENTS
9
10
11
12
13
14
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SQUARE TUBE SIGN POST
STP-1
10.5
9.4
11.8
8.6
7.8
7.2
6.7
27.2
24.2
21.8
19.8
18.2
16.8
15.6
40.8
36.3
32.7
29.7
27.3
25.2
23.4
4.6
5.1
14 GA.
2 INCH
5.8
71.7
63.6
57.3
NOTES:
8
POST
SIZE OF
(FT)
CENTROID
9
10
11
12
13
14
8
9
10
11
12
13
14
8
9
10
11
12
13
14
8
27.2
10 GA.
2� INCH
12 GA.
2� INCH
DOCUMENTS.
THE CONTRACT
AS SPECIFIED IN
FOUNDATION
TYPE F
TYPE D, OR
TYPE A,
DOCUMENTS.
THE CONTRACT
AS SPECIFIED IN
FOUNDATION.
TYPE C
TYPE B OR
: MULTI-POST
FOUNDATION.
TYPE E
TYPE A OR
: SINGLE POST
DOCUMENTS.
THE CONTRACT
AS SPECIFIED IN
FOUNDATION
TYPE C
TYPE B OR
NOTE 1)
(SEE
INNER POST
10 GA.
2� INCH
WITH
10 GA.
2� INCH
DOCUMENTS.
THE CONTRACT
SPECIFIED IN
FOUNDATION AS
TYPE C
TYPE B OR
SIGN PANEL WIDTHS AND SIGN BRACING SPACING.
4. FOLLOW SIGN BRACING DETAILS (SEE SHEET 11 OF 12) FOR MAXIMUM
10 GA. = 55 KSI
14 GA. AND 12 GA. = 60 KSI
3. MINIMUM COLD FORMED YIELD STRENGTH SHALL BE:
2. CENTROID SHALL BE DETERMINED IN ACCORDANCE WITH PCS-1.
1. THE INNER POST SHALL BE 6 FEET IN LENGTH.
FOR HAMPTON ROADS DISTRICT (SEE NOTE 5)
TABLE 1
TABLE 2.
OF GREENSVILLE, SUSSEX, AND SOUTHAMPTON SHALL USE
DISTRICT, EXCEPT THE CITY OF EMPORIA AND COUNTIES
5. TABLE 1 SHALL BE USED FOR THE HAMPTON ROADS
ROAD AND BRIDGE STANDARDS
1321.11
SHEET 2 OF 12 REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
22.0
SINGLE-POST TW0-POST THREE-POST
MAXIMUM AREA (TOTAL OF SIGN PANELS) (FT )
7.7
7.1
21.4
19.0
17.0
15.4
14.2
2
6.5 13.0
6.1
19.8
24.8
12.2
18.0
16.5
15.2
14.1
86.8
77.2
69.4
63.2
57.8
53.4
94.8
86.7
80.1
74.4
43.4
38.6
34.7
31.6
28.9
26.7
24.8
COMMENTS
9
10
11
12
13
14
19.1
17.2
21.5
15.6
14.3
13.2
12.3
49.6
44.0
39.6
36.0
33.0
30.4
28.2
74.4
66.0
59.4
54.0
49.5
45.6
42.3
8.5
9.5
14 GA.
2 INCH
10.7
NOTES:
8
POST
SIZE OF
(FT)
CENTROID
9
10
11
12
13
14
8
9
10
11
12
13
14
8
9
10
11
12
13
14
8
49.6
10 GA.
2� INCH
12 GA.
2� INCH
130.2
115.8
104.1
DOCUMENTS.
THE CONTRACT
AS SPECIFIED IN
FOUNDATION
TYPE F
TYPE D, OR
TYPE A,
DOCUMENTS.
THE CONTRACT
AS SPECIFIED IN
FOUNDATION
TYPE C
TYPE B OR
FOUNDATION.
TYPE E
TYPE A OR
(SEE NOTE 1)
INNER POST
10 GA.
2� INCH
WITH
10 GA.
2� INCH
DOCUMENTS.
THE CONTRACT
SPECIFIED IN
FOUNDATION AS
TYPE C
TYPE B OR
VIRGINIA DISTRICTS (SEE NOTE 5)
FREDERICKSBURG, CULPEPER, STAUNTON, AND NORTHERN
FOR BRISTOL, SALEM, LYNCHBURG, RICHMOND,
TABLE 2
10 GA. = 55 KSI
14 GA. AND 12 GA. = 60 KSI
3. MINIMUM COLD FORMED YIELD STRENGTH SHALL BE:
2. CENTROID SHALL BE DETERMINED IN ACCORDANCE WITH PCS-1.
1. THE INNER POST SHALL BE 6 FEET IN LENGTH.
SOUTHAMPTON IN HAMPTON ROADS DISTRICT.
EMPORIA AND COUNTIES OF GREENSVILLE, SUSSEX, AND
5. TABLE 2 SHALL ALSO BE USED FOR THE CITY OF
SPACING.
FOR MAXIMUM SIGN PANEL WIDTHS AND SIGN BRACING
4. FOLLOW SIGN BRACING DETAILS (SEE SHEET 11 OF 12)
STP-1
VIRGINIA DEPARTMENT OF TRANSPORTATION700
REFERENCE
SPECIFICATION
SQUARE TUBE SIGN POST ROAD AND BRIDGE STANDARDS
REVISION DATE
1321.12
SHEET 3 OF 12
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
2’ -8"
1’-0"
FOUNDATION TYPE A
3’-
0"
AN
CH
OR
SL
EE
VE
STP-1
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SQUARE TUBE SIGN POST
3" x 7 GAUGE FOR 2�" SQUARE TUBE POST
2 �" x 7 GAUGE FOR 2" SQUARE TUBE POST
ANCHOR SLEEVE
SQUARE TUBE POST
2"-14 GAUGE OR 2�"-12 GAUGE MIN.
12"
ANCHOR SLEEVE BASE DETAIL
SQUARE TUBE POST
2"-14 GAUGE OR 2�"-12 GAUGE
FOUNDATION TYPE A DETAILS
WITH SERRATED FLANGE NUT
FLANGED SHOULDER BOLT
WITH SERRATED FLANGE NUT
FLANGED SHOULDER BOLT
�"-16 x 3�" GRADE 8
TYPICAL
17/32" DIAMETER HOLE,
(SEE DETAIL)
ANCHOR SLEEVE BASE
MA
X.
4"
POST)
2�" SQUARE TUBE
OR 3" x 7 GAUGE FOR
2" SQUARE TUBE POST
(2 �" x 7 GAUGE FOR
ANCHOR SLEEVE
DEPARTMENTS’ APPROVED LIST, NO. 31.
A PREAPPROVED BAG MIX FROM THE
CLASS A3 CONCRETE OR
ROAD AND BRIDGE STANDARDS
1321.13
SHEET 4 OF 12
NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
STP-1
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SQUARE TUBE SIGN POST
1’-0"
FOUNDATION TYPE B
FOUNDATION TYPE B DETAILS
SQUARE TUBE SIGN POST
2�" - 12 GAUGE
2�" - 10 GAUGE OR
6"
0.3125" R(SEE DETAIL)
ANCHOR/ SLIP BASE PLATE
MULTI-DIRECTIONAL COMBINATION
TO
TO
P
OF
AN
CH
OR
SL
EE
VE
3’-
0"
WITH SERRATED FLANGE NUT
FLANGED SHOULDER BOLT
ANCHOR/SLIP BASE PLATE
MULTI-DIRECTIONAL COMBINATION
(SEE DETAIL)
SLIP BASE
MA
X.
4"
ALL WELDS TO BE �" X �" FILLET TYPE
GALVANIZE PER ASTM A153
1" THICK ASTM A572 GRADE 50 PLATE STEEL
3" X 3" X 7 GAUGE ASTM A500 GRADE B TUBE
MATERIALS:
3"
8"
3"
5.7
"
WOLF
CIFFART 1
"
3"
60°
3’-
0"
DEPARTMENTS’ APPROVED LIST, NO. 31.
A PREAPPROVED BAG MIX FROM THE
CLASS A3 CONCRETE OR
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 12
1321.14NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
STP-1
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SQUARE TUBE SIGN POST
3"
42"
15"
GRADE B TUBE
3" X 3" X 7 GAUGE ASTM A500
GRADE 50 PLATE STEEL
1" THICK ASTM A572
ALL WELDS TO BE �" OR �" FILLET TYPE
GALVANIZED PER ASTM A123
MATERIALS:
12"
FOR DRAINING
THROUGH HOLE
3"
4"
FOUNDATION TYPE C DETAILS
EQUALLY SPACED
2" LONG 3/16" STITCH WELDS
COMBINATION ANCHOR/SLIP BASE PLATE - SOIL
8" TRIANGULAR MULTI-DIRECTIONALFOUNDATION TYPE C
7 GAUGE ASTM A569 PLATE
6"
0.3125" R
8"
5.7
"
WOLF
CIFFART
60°
1"
3"
1’-
3"
3’-
6"
PARALLEL WITH THE FACE OF THE SIGN.
SURFACE OF THE STABILIZING WING
INSTALL WITH THE WIDEST BEARING
DIRECT DRIVEN SOIL INSTALLATION.
(2�" RECOMMENDED)
4" MAX.
ROAD AND BRIDGE STANDARDS
1321.15
SHEET 6 OF 12 REVISION DATE
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
TORQUE FREE MATCH PLATE HARDWARE
2�"
1�"�"
1�
"
3"
1�"
1�
"
�"
5�
"
6"
3�"
6�"
(TYP.)
�" R
1�
"
3�"
6"
SLIP BASE BREAKAWAY DETAIL
FLANGED SHOULDER BOLT
�"-16 x 3�" GRADE 8
WASHER SHIM
HARDENED, TEFLON COATED
(SEE NOTE 1)
TORQUE FREE BOLT
�" - 13 GRADE 8
SQUARE TUBE SIGN POST
2�" - 12 GAUGE
2�" - 10 GAUGE OR
�"-13 USS FLAT WASHER
�" HEXHEAD
�" HEXHEAD
A572 GRADE 50
PLATE - ASTM
GRADE B TUBE
ASTM A500
3" x 3" x 7 GAUGE
TUBE RECEIVER -
MATERIALS:
HEAD
�" HEX NOTES:
HEX HEAD UNTIL THE �" HEX HEAD TWISTS OFF.
HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER �"
THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE �"
1. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER �" HEX HEAD,
(FOUNDATION C)
ANCHOR/ SLIP BASE PLATE - SOIL
MULTI-DIRECTIONAL COMBINATION
(FOUNDATION B) OR
ANCHOR/ SLIP BASE PLATE
MULTI-DIRECTIONAL COMBINATION
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SQUARE TUBE SIGN POST
STP-1
FOUNDATION TYPE B AND C DETAILS
�"-13 USS FLAT WASHER
�" FLAT WASHER
�" - 13 GRADE 8 LARGE FLANGE NUT
�" X �" FILLET WELD
0.3125" R
CAST IRON LOCKING WEDGE
FORGING SLIP BASE TOP FOR 2�" SQUARE POST WITH
REDI-TORQUE MULTI-DIRECTIONAL BOLT ON SAE1035 STEEL
1�"
�"
WOLF
CIFFART
FOR 2�" SQUARE POST
TOP POST RECEIVER/
SLIP BASE BREAKAWAY PROFILE DETAIL
(SEE DETAILS)
WITH LOCKING WEDGE
CAST IRON SLIP BASE
UPPER SLIP BASE OR
FLANGE NUT
�"-16 GRADE 8 SERRATED
�"
1�
"
�" - 13 THREADS
1�
"
�"
1�
"
3.6"
2.52"
8"
2.5
2"
5.7
2"
THICKNESS IS 0.34"
MINIMUM WALL
1.35"
1.3
5"
�"
5"
WASHER SHIM
HARDENED, TEFLON COATED
(2�" RECOMMENDED HEIGHT)
4" MAXIMUM STUB HEIGHT
60°
(SEE NOTE 1)
TORQUE FREE BOLT
�" - 13 GRADE 8
WOLF
CIFFART
HEAD
�" HEX
1�
"
FLANGE NUT
�" - 13 GRADE 8 LARGE
�"
4"
1"
1"
1"
�" �
"
ROAD AND BRIDGE STANDARDS
SHEET 7 OF 12
1321.16NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
STP-1
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SQUARE TUBE SIGN POST
FOUNDATION TYPE D AND E DETAILS
NOTES:
FLANGED SHOULDER BOLT
�"-16 UNC x 3�" GRADE 8
1"
�"
8 PLACES
0.53" DIA.
FOUNDATION TYPE D AND E
2�"
ASTM A36
3" X 3" X �"
ASTM A500 GRADE B
3" X 3" X �"
A
B
C
DRIVE TUBE FOUNDATION DETAIL
A
B
C
D
E
14 GA.
2 INCHTYPE D
TYPE E
A
B
C
D
E
27"
36"
2�"
DRIVE TUBE FOUNDATION DIMENSION
DRIVE TUBE FOUNDATION TABLE
ASTM A500 GRADE B
2�" X 2�" X �"
ASTM A36
2�" X 2�" X �"
SQUARE TUBE POST
2�"-12 GAUGE
2"-14 GAUGE OR
1, 2, 3, AND 4
SEE NOTES
50 PLATE STEEL
1" THICK ASTM A572 GRADE
GALVANIZED PER ASTM A153
MATERIALS: DETAIL)
FOUNDATION (SEE
DRIVE TUBE
MA
X.
4"
E - STRUCTURAL ANGLE
D - SQUARE TUBE
FLANGE NUT
�"-16 UNC GRADE 8 SERRATED
TYPE
FOUNDATION
OF POST
SIZE
3’-
0"
1’-0"
27"
36"
1’-0"
12 GA.
2� INCH
12"
MIN.
A SHANK SHALL ALSO BE REQUIRED.
DRIVE TUBE FOUNDATION. WHEN USING A POWER DRIVER,
4. DRIVE CAP SHALL BE UTILIZED FOR INSTALLATION OF
12".
SLEEVE OF THE DRIVE TUBE FOUNDATION A MINIMUM OF
3. THE SQUARE TUBE POST SHALL BE INSERTED INTO THE
EACH 6" LIFT.
CEMENTITIOUS MATERIAL AND SHALL BE TAPPED WITH
2. THE EXCAVATED AREA SHALL BE BACKFILLED WITH A
TUBE FOUNDATION.
GREATER THAN 12" PRIOR TO INSTALLATION OF DRIVE
1. EXCAVATE TO A DEPTH OF NO LESS THAN 8" AND NO
ROAD AND BRIDGE STANDARDS
1321.17
SHEET 8 OF 12
NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
STP-1
NOTES:
3" MAX.
(SEE DETAIL)
SOIL STABILIZING PLATE
10 GAUGE ASTM A569
SQUARE TUBE POST
2" - 14 GAUGE
2�"-12 GAUGE SQUARE TUBE POST SLEEVE
TUBE POST SLEEVE
2�" - 12 GAUGE SQUARE
MA
X.
2"
3"
6�"
10"
TYP. SLOT
�" X�"
�"
SOIL STABILIZING PLATE
10 GAUGE ASTM A569
3�"
2.9"
�"
�" DIA. 90°CORNER BOLT
FOUNDATION TYPE F
2�" - 12 GAUGE POST SLEEVE
SQUARE TUBE SIGN POST
FOUNDATION TYPE F DETAILS
MA
X.
3"
3’-
0"
�" DIA. - 90°CORNER BOLT
SOIL STABILIZING PLATE FOUNDATION DETAIL
SOIL STABILIZING PLATE
#2, 3, 4, AND 5
SEE NOTES
2" - 14 GAUGE SQUARE TUBE SIGN POST
1’-0"
3’-0"
FINISHED GRADE
1’-0"
CORNER BOLT DETAIL
SEE CORNER BOLT DETAIL AND NOTE 1.
SEE CORNER BOLT DETAIL AND NOTE 1.
REQUIRED.
FOUNDATION. WHEN USING A POWER DRIVER, A SHANK SHALL ALSO BE
5. DRIVE CAP SHALL BE UTILIZED FOR INSTALLATION OF DRIVE TUBE
POST SLEEVE A MINIMUM OF 12".
4. THE 2" SQUARE TUBE POST SHALL BE INSERTED INTO THE 2�"
MATERIAL AND SHALL BE TAPPED WITH EACH 6" LIFT.
3. THE EXCAVATED AREA SHALL BE BACKFILLED WITH A CEMENTITIOUS
FOUNDATION.
THAN 12" PRIOR TO INSTALLATION OF SOIL STABILIZING PLATE
2. EXCAVATE TO A DEPTH OF NO LESS THAN 8" AND NO GREATER
THE 2�" POST SLEEVE TO THE SOIL STABILIZING PLATE.
FLANGE NUT. TWO CORNER BOLTS WILL BE REQUIRED TO CONNECT
1. CORNER BOLTS SHALL BE �" DIA. TRUSS HEAD BOLT WITH SERRATED
MIN.
12"
APPROVED METHOD.
POST, USING PAINTER’S TAPE OR OTHER
MATERIAL INTO THE SQUARE TUBE SIGN
PREVENT ENTRY OF CEMENTITIOUS
BE BLOCKED AS NECESSARY TO
POST SLEEVE KNOCKOUT HOLES SHALL
ROAD AND BRIDGE STANDARDS
SHEET 9 OF 12
1321.18NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
6"
2"
�"
NOTES:
FOR SIGN POSTS NOT REQUIRING BRACING
SIGN PANEL ATTACHMENT DETAILS
FOR SIGN POSTS REQUIRING BRACING
SIGN PANEL ATTACHMENT DETAILS
SIGN POST
SQUARE TUBE
NUT
SIGN PANEL
SIGN POST
SQUARE TUBE
CLAMP
SQUARE POST
SHEETING SIGN BRACE
(SEE NOTE 1)
NYLON WASHER
STP-1
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SQUARE TUBE SIGN POST
SIGN BRACING AND SIGN PANEL ATTACHMENT DETAILS
(SEE NOTE 2)
OR SCREW
DRIVE RIVET
SIGN PANEL
4. DRIVE RIVET SHALL NOT BE USED FOR SIGNS WITHOUT BRACING.
POWDER COATED TO MATCH THE COLOR OF THE SIGN SHEETING.
3. THE HEAD OF ALL DRIVE RIVETS AND HEX HEAD BOLTS SHALL BE
WITH NYLON OR RUBBER WASHER.
2. DRIVE RIVET SHALL BE �" OR �" ALUMINUM FLAT HEAD RIVET
DIAMETER OF 1" AND AN INSIDE DIAMETER OF �".
1. NYLON WASHER SHALL BE �" THICK MINIMUM WITH AN OUTSIDE
(CONNECTING JUNCTION)
SQUARE POST CLAMP & BRACE
SQUARE POST CLAMP DETAIL
SHEETING SIGN BRACING
SIGN POST
SQUARE TUBE
SQUARE POST CLAMP
SHEETING SIGN BRACING
�" NOMINIAL
WALL
THICKNESS
UNDER HEAD
AND A NYLON WASHER
WASHER UNDER NUT
WASHER AND LOCK
HEAD BOLT W/FLAT
�" X 3�" HEX
FLAT WASHER
LOCK WASHER
SQUARE TUBE POST, 2" OR 2�"
CLAMP IS TO BE SIZED TO FIT THE
THE CHANNEL BRACE
CLAMPS FROM AN OPEN END OF
INTO PLACE WITHOUT SLIDING THE
CLAMPS CAN BE TWIST LOCKED
STEEL CARRIAGE BOLT
STAINLESS STEEL WITH STAINLESS
11 GAUGE, TYPE 304, #2B FINISHED
DRIVE RIVETS.
ON 12" CENTERS WHEN USING �"
RIVETS, OR �" DIAMETER HOLES
USING SIGN PANEL �" DRIVE
ATTCHMENT OF SIGN SUBSTRATE
HOLES ON 6" CENTERS FOR
PUNCHED WITH �" DIAMETER
6061-T6 ALUMINUM ALLOY,
x �" NOMINAL WALL THICKNESS
MOUNTING SURFACE x �" DEPTH
ALUMINUM SIGN BRACING 2"
SIGN PANEL
ROAD AND BRIDGE STANDARDS
1321.19
SHEET 10 OF 12
NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
60%20% 20%
30% 20%30%20%
�W
W
7’ MIN.
W
50% 50%
SIGN PANEL WIDTH
(10’ MAXIMUM)
20%
(12" MAXIMUM)
20%
(12" MAXIMUM)
20%
(12" MAXIMUM)
d/2
d/2
d
d/4
d/4
d/4
d/4
d/3
d/3
d/3
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SQUARE TUBE SIGN POST
STP-1
SIGN BRACING DETAILS
SIGN BRACING
(SEE SHEET
10 OF 12
FOR DETAIL)
60%
(36" MAXIMUM
SEE NOTE 2)
SIGN BRACING
(SEE SHEET
10 OF 12
FOR DETAIL)
30%
(36" MAXIMUM
SEE NOTE 2)
SIGN PANEL WIDTH
(5’ MAXIMUM)
SIGN PANEL WIDTH
(18’ MAXIMUM)
TYPICAL - TWO BRACE
SINGLE POST - BRACING DIAGRAM
TYPICAL - TWO BRACE
TWO POST - BRACING DIAGRAM
TYPICAL - THREE BRACE
THREE POST - BRACING DIAGRAM
DETAIL A - SPACING OF MULTIPLE BRACING
DETAIL B - INSTALLATION TOLERANCES
SQUARE TUBE
SIGN POST
SIGN
PANEL
HEIGHT
CONNECTING
JUNCTION
�" TO 2"
�" TO 2"
30%
(36" MAXIMUM
SEE NOTE 2)
20%
(12" MAXIMUM)
SQUARE TUBE
SIGN POST
SQUARE TUBE
SIGN POST
CONNECTING
JUNCTION
SIGN
PANEL
HEIGHT
SIGN
PANEL
HEIGHT
CONNECTING
JUNCTION
20%
(12" MAXIMUM)
20%
(12" MAXIMUM)
60%
(36" MAXIMUM
SEE NOTE 2)
NOTES:
6. SIGN PANEL WIDTHS SHALL NOT EXCEED MAXIMUM SPECIFIED.
2" WITH THE SIDE OF THE SIGN BRACING. SEE DETAIL B.
5. TOP OF SIGN PANEL SHALL BE MOUNTED �" TO 2" WITH THE TOP OF THE POST AND �" TO
OFFSET NO LESS THAN 12" FROM EACH OTHER.
BRACE TO POST JUNCTION. SPLICES SHALL NOT BE IN VERTICAL ALIGNMENT BUT SHALL BE
THE MANUFACTURER’S RECOMMENDATIONS. BRACING SHALL NOT BE SPLICED WITHIN 6" OF A
4. ONE SPLICE PER BRACE WILL BE PERMITTED. BRACE SPLICE SHALL BE IN ACCORDANCE WITH
SIGN BRACING SHALL BE INSTALLED IF 10 SQ. FT PER POST TO BRACE JUNCTION IS EXCEEDED.
3. MAXIMUM SIGN PANEL AREA PER POST TO BRACE JUNCTION SHALL BE 10 SQ. FT. ADDITIONAL
SHALL BE EQUALLY SPACED BETWEEN THE TOP AND BOTTOM BRACE. SEE DETAIL A.
BRACES EXCEEDS 36" THEN ADDITIONAL SIGN BRACING SHALL BE ADDED. ALL SIGN BRACING
EDGE OF SIGN PANEL TO FIRST BRACE AND 36" BETWEEN BRACES. IF THE SPACING BETWEEN
2. VERTICAL SPACING OF SIGN BRACING SHALL NOT EXCEED 12" FROM THE TOP OR BOTTOM
1. SIGN PANEL WIDTHS 36" OR GREATER SHALL REQUIRE SIGN BRACING.
SIGN BRACING
(SEE SHEET 10 OF
12 FOR DETAIL)
ROAD AND BRIDGE STANDARDS
SHEET 11 OF 12
1321.20NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
STP-1
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
1"
MEDIAN INSTALLATIONS
SINGLE POST
ON EXIT RAMPS
ONE WAY SIGNS
WITH STOP SIGN
ON EXIT RAMPS
ONE WAY SIGNS
CURB FACE
MEDIAN
2 SIGNS
BACK TO BACK
NOTES:
SEE NOTE 2
ASSEMBLY TO BE
ERECTED 5’ FROM THE
NOSE OF MEDIAN AND
CENTERED IN MEDIAN.
SIGN POST
MOUNTING HEIGHTS OF SIGN INSTALLATIONS
(S
EE
NO
TE 1)
MO
UN
TIN
G
HEIG
HT (h)
(S
EE
NO
TE 1)
MO
UN
TIN
G
HEIG
HT (h)
(AT EXIT RAMPS ONLY)
DO NOT ENTER SIGNS
WRONG WAY SIGNS/
3’-
0"
MIN.
MO
UN
TIN
G
HEIG
HT (h)
3’-
0"
MIN.
MO
UN
TIN
G
HEIG
HT (h)
3’-
0"
MIN.
HEIG
HT (h)
MO
UN
TIN
G
(AT EXIT RAMPS ONLY)
DO NOT ENTER SIGN
STOP OR YIELD SIGNS AND
3’-
0"
MIN.
HEIG
HT (h)
MO
UN
TIN
G (
SE
E
NO
TE 1)
MO
UN
TIN
G
HEIG
HT (h)
OF CURB.
ELEVATION AT EDGE OF TRAVELWAY OR TOP
BOTTOM OF SIGN PANEL TO ROADWAY
3. MOUNTING HEIGHTS (h) ARE MEASURED FROM
CONTRACT DOCUMENTS.
WIDTH UNLESS SHOWN OTHERWISE IN THE
12" MINIMUM FOR MEDIANS 10’ OR LESS IN
2. 2’ MINIMUM FOR MEDIANS OVER 10’ IN WIDTH.
EXCEPT AS NOTED ON THIS SHEET.
ACCORDANCE WITH STP-1 SHEET 1 OF 12
1. MOUNTING HEIGHT (h) SHALL BE IN
ROAD AND BRIDGE STANDARDS
1321.21
SHEET 12 OF 12
NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
REVISION DATE
.
SHEET 1 OF 1
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
WITH SPD-4 OR SPD-6
SHALL BE IN ACCORDANCE
SIGN PANEL DESIGN
SSP-VA
VA SIGN STRUCTURE
INSTALLATION DETAILS
T2’-
0"
(SEE NOTE 4)
30’ MAX.
10’ MIN.
SLOPE
CUT
SLOPE
FILL
(GALV.)
SIGN POST
NOTES:
7’ MIN. (S
EE
NO
TE
S 2
AN
D 3)
PO
ST
LE
NG
TH
(SEE NOTE 3)
VERTICAL CLEARANCE
EDGE OF TRAVELWAY
�»¿
�
GUARDRAIL DEFLECTION DISTANCE.
LOCATED SUCH THAT THE NEAR SIDE EDGE OF THE SIGN PANEL IS OUTSIDE OF THE
OTHERWISE APPROVED BY THE ENGINEER, SIGNS PLACED BEHIND GUARDRAIL SHALL BE
THE FACE OF CURB OR 4 FEET FROM FACE OF BARRIER, IF PRESENT. UNLESS
4. THE LATERAL CLEARANCE TO THE SIGN PANEL SHALL BE A MINIMUM OF 2 FEET FROM
BARRIER, OR GUARDRAIL AS PER NOTE 4.
WHEN THE SIGN IS LOCATED AT LEAST THE MINIMUM DISTANCE BEHIND CURB,
SLOPE GREATER THAN 3:1, OR
WHEN SIGNS OR PORTIONS OF SIGNS ARE LOCATED MORE THAN 10 FEET UP A CUT
TO 5 FEET FOR EITHER OF THE FOLLOWING CONDITIONS:
SIGN WITHIN THE CLEAR ZONE. THIS MINIMUM VERTICAL CLEARANCE MAY BE REDUCED
FINISHED GRADE BENEATH THE PANEL) SHALL BE 7 FEET FOR ANY PORTION OF THE
3. MINIMUM VERTICAL CLEARANCE (DISTANCE BETWEEN BOTTOM OF SIGN PANEL AND
SIGN PANEL AS PER NOTE 3.
FEET, EXCEPT WHEN NECESSARY TO ACHIEVE MINIMUM VERTICAL CLEARANCE BENEATH
2. MAXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN PANEL(S) SHALL BE 8
ACCORDANCE WITH SECTION 700.
1. FOUNDATION LOCATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION IN
01/15
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 4
1322.10
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SIGN POST
S3 x 5.7
W4 x 13
T (THICKNESS)DIAMETER LENGTH SQ. FT.SLOPE 3:1 TO 2:1 W H
DIMENSIONS
SIGN PANEL
3’
4’
5’
3’
6’
-
-
SIGN POST AND FOUNDATION DETAILS
3" CLEAR
DIA./2
DIAMETER
STUB POST
ELEVATION
FOUNDATIONWELDED WIRE MESH LAPPED
9" MINIMUM.
DIAMETER
SSP-VA
VA SIGN STRUCTURE
INSTALLATION DETAILS
W6 x 12 6’-0" 2’-6" 5’-6" 40
f
3’-0"
4’-6"
1’-0"
1’-9"
2’-6"
4’-4"
5
20
�"
1"
-
VA-A2
VA-A
VA-B
VA-C
VA-D
VA-E
VA-F
VA-G
VA-K
VA-K
VA-L
VA-M
12’-3"
12’-3"
13’-3"
12’-9"
13’-9"
13’-9"
13’-0"
17’-3"
14’-6"
13’-9"
13’-9"
f
3"
3"
D D
2’-
0"
1"
FOUNDATION
SECTION D-D
15’-9"
7’-0" 6’-6" 47 1"15’-9"
VA-N
VA-O
W6 x 12
W6 x 12
[TWO OFFSET LAYERS REQUIRED]
6 X 6 - 2/2 WELDED WIRE MESH
6 x 6 - W5.5 x W5.5 OR
BELOW GROUND
FORMS NOT REQUIRED
TYPE
STRUCTURE
4’
4’
5’
4’
4’
6’
5’
6’
7’
13’
4’
4’
5’
5’
5’
5’
5’
3’
3’
6’
7’
DIMENSIONS
FOUNDATION
WIRE MESH
WELDED
2’-6"
PLATE
STEEL BASE
NOTES:
(SEE NOTES 1 & 2)
DIMENSIONS
POST LENGTH
PLATE + THE FOUNDATION STUB POST LENGTH (2’-0").
2. TOTAL POST LENGTH QUANTITY = LENGTH OF POST ABOVE THE BOLT KEEPER
STRUCTURE BASED ON FINISHED GRADE ELEVATION.
DETERMINE THE ACTUAL POST LENGTH AT THE FIELD LOCATION OF THE SIGN
1. POST LENGTH IS FOR ESTIMATING PURPOSES ONLY. THE CONTRACTOR SHALL
ROAD AND BRIDGE STANDARDS
REVISION DATE
1322.11
SHEET 2 OF 4
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
INSTALLATION DETAILS
VA SIGN STRUCTURE
SSP-VA
DIRECTION OF TRAFFIC
SIGN POST
TOP OF FOUNDATION AT CENTERLINE OF POST
DIRECTION OF TRAFFIC SIGN POST
PLATE
BOLT KEEPER
MATERIAL AS POST
PLATES TO BE SAME
MEDIAN ONLY INSTALLATION
MATERIAL AS POST
PLATES TO BE SAME
STANDARD I NSTALLATION
FOR W6 x 12 POST
SECTION A-A
FOR W4 x 13 POST
SECTION A-A
FOR S3 x 5.7 POST
SECTION A-A
1/2 TOP PLATE 1/2 BOTTOM PLATE
BASE PLATE
BASE PLATE
1/2 TOP PLATE 1/2 BOTTOM PLATE 1/2 BOTTOM PLATE 1/2 TOP PLATE
�" R (TYP.)�" R (TYP.)
PLATE
KEEPER
BOLT
2’-
0"
FO
R
SIG
N
PO
ST
PA
YM
EN
T
LIMIT
15°
15°
AA
(SAME SIZE AS SIGN POST)
FOUNDATION STUB POST
T
T
T
20°
�"
�"
�"
�"
15°
15°
15°
15°
�"
7 �
"
�" 2"
5 �"
�"
�"
4 �"
5 �
"
�"
3 �
"3 �
"
2"
�"
2 �
"2 �
"
1 �"1 �"
�"
�"
�"
5 �"
�"
7"
�"
6"
7 �
"
T
�" R (TYP.)
OR BEADS IN WASHER AREA
REMOVE ALL GALVANIZING RUNS
FO
R
SIG
N
PO
ST
PA
YM
EN
T
LIMIT
2’-
0"
BOLTS WITH A TORQUE OF 155 INCH POUNDS.
TYPE VA-A, USE �" DIAMETER HIGH STRENGTH
INSTALLED WITH TORQUE OF 450 INCH LBS. FOR
STAINLESS STEEL OR ASTM A325. BOLTS TO BE
HEAD AND HEX NUT AND 3 WASHERS EACH.
�" DIAMETER HIGH STRENGTH BOLTS WITH HEX
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 4
1322.12
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
SSP-VA
VA SIGN STRUCTURE
INSTALLATION DETAILS
GROUND LINE
.040" THICKNESS
+
C
C
D
MAXIMUM PROJECTION OF FOUNDATION STUB POST
METHOD TO DETERMINE
NOTES:
2. SEE STANDARD SSP-VIA FOR SHIM DETAIL.
ON THE GROUND SURFACE ON THE OTHER SIDE.
CONNECTING ANY POINT, WITHIN THE LENGTH OF THE CHORD,
ALIGNED RADIALLY TO THE CENTERLINE OF THE HIGHWAY AND
1. 4" MAXIMUM PROJECTION WHEN MEASURED ABOVE A 60" CHORD
4 �"5 �"
1 �"
1 �"
7"W6 x 12
S3 x 5.7
BA DC
C
A
BB
C
�"5 �"
�"7 �"
7 �"
SHAPE
POST
1"�"
60"
BOLT KEEPER PLATE DATA
BOLT KEEPER PLATE ALTERNATE BOLT KEEPER PLATE
ALLOY
6061-T6 ALUMINUM
BOLT DIA. �"
HOLE DIA. =
+ BOLT DIA. �"
HOLE DIA. =
ALLOY
6061-T6 ALUMINUM
.040" THICKNESS
W4 x 13
NO
TE 1)
(S
EE
4"
MA
X
ROAD AND BRIDGE STANDARDS
REVISION DATE
1322.13
SHEET 4 OF 4
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
TYPE VI A SIGN FOUNDATION
TYPE VI A SIGN FOUNDATION
1"
16’ 0" MAX.
1’-0"1’-0"
T-BEAM
NOTES:
MAX. SLOPE 2:1
FILL SLOPE
SLOPE
CUT
700
REFERENCE
SPECIFICATION
SSP-VIA
MAX SLOPE 6:1
FILL SLOPE
H
W
H
W
NO
TE 2)
(S
EE
7’
MIN.
(SEE NOTE 6)
6’ MIN.
MA
X.
2’-
6"
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
(8’-0" MIN.)
0.60W
(8’-0" MIN.)
0.30W
(8’-0" MIN.)
0.30W
1"
MA
X.
2’-
6"
16’ 0" MAX.
1’-0"1’-0"
NOTE 2)
(SEE
CLEARANCE
VERTICAL
CLEARANCE REQUIREMENTS.
ELEVATION, AND VERTICAL
PLACEMENT, MOUNTING
DETAIL FOR LATERAL
REFER TO TWO-POST SIGN
(SEE NOTE 6)
30’ MAX.
10’ MIN. EDGE OF TRAVELWAY
�
�
�
�»¿
�
THE SIGN PANEL IS OUTSIDE OF THE GUARDRAIL DEFLECTION DISTANCE.
PRESENT. UNLESS OTHERWISE APPROVED BY THE ENGINEER, SIGNS PLACED BEHIND GUARDRAIL SHALL BE LOCATED SUCH THAT THE NEAR SIDE EDGE OF
6. THE LATERAL CLEARANCE TO THE SIGN PANEL SHALL BE A MINIMUM OF 2 FEET FROM THE FACE OF CURB OR 4 FEET FROM FACE OF BARRIER, IF
T-BEAM FOR THE SPD-7 SIGN PANEL SHALL BE ATTACHED BY USING A MINIMUM OF TWO POST CLAMP AND POST CLAMP BOLTS AT EACH STIFFENER.
WITH STAINLESS STEEL NUT AND FLAT WASHER AT ZEE BAR CONNECTIONS AND TWO POST CLAMP AND BOLT AT EACH TEE-BAR CONNECTION.
T-BEAM FOR THE SPD-3 SIGN PANEL SHALL BE ATTACHED BY USING TWO ASTM F593, ALLOY 304 STAINLESS STEEL �" DIAMETER-16 UNC BOLT
T-BEAM FOR THE SPD-2 SIGN PANEL SHALL BE ATTACHED BY USING A MINIMUM OF TWO POST CLIP BOLTS AT EACH CROSS MEMBER.
5. THE T-BEAM SHALL BE ATTACHED TO THE SSP-VIA STRUCTURE BY THE FOLLOWING METHODS:
THE NEXT HORIZONTAL SUPPORT BAR ON THE SSP-VIA STRUCTURE.
4. THE VERTICAL T-BEAM SHALL BE 2"W X 2"D X �" THICK STRUCTURAL ALUMINUM ALLOY 6061-T6AT A MINIMUM LENGTH OF 6’-0" AND EXTENDED TO
3. SIGN PANEL SHALL BE DESIGNED IN ACCORDANCE WITH SPD-2, SPD-3 OR SPD-7.
WHEN THE SIGN IS LOCATED AT LEAST THE MINIMUM DISTANCE BEHIND CURB, BARRIER, OR GUARDRAIL AS PER NOTE 6.
WHEN SIGNS OR PORTIONS OF SIGNS ARE LOCATED MORE THAN 10 FEET UP A CUT SLOPE GREATER THAN 3:1, OR
CONDITIONS:
PORTION OF THE SIGN WITHIN THE CLEAR ZONE. THIS MINIMUM VERTICAL CLEARANCE MAY BE REDUCED TO 5 FEET FOR EITHER OF THE FOLLOWING
2. MINIMUM VERTICAL CLEARANCE (DISTANCE BETWEEN BOTTOM OF SIGN PANEL AND FINISHED GRADE BENEATH THE PANEL) SHALL BE 7 FEET FOR ANY
1. FOUNDATION LOCATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION IN ACCORDANCE WITH SECTION 700.
SEE NOTES 4 AND 5
(WHEN REQUIRED)
EXIT SIGN PANEL
SEE NOTES 4 AND 5
(WHEN REQUIRED)
EXIT SIGN PANEL
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 10
1323.10
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
REFERENCE
SPECIFICATION
2
2
STIFFENER PLATE
FOUNDATION STUB POSTSIGN POST
DIRECTION OF TRAFFIC
HINGE PLATE
POST SEE DETAIL A
CUT FLANGE AND WEB
T TYPICAL
BOLT KEEPER PLATE
TYPICAL
TYPICAL
EXTRUDED ALUMINUM TEE
TOP OF SIGN
TYPE B ZEE BAR
TOP OF POST
(SPD-2, SPD-3, OR SPD-7)
SIGN PANEL
STIFFENER PLATE T
STIFFENER PLATE T
FO
R
SIG
N
PO
ST
PA
YM
EN
T
LIMIT
POST CLAMP (TYPICAL)
2’-
9" H.S. BOLTS
NOTES:
1. ALL POST LENGTHS SHALL BE FIELD CHECKED BY CONTRACTOR PRIOR TO FABRICATION.
DIAMETER AND TORQUE.
BOLT. SEE TABLES FOR BOLT
NUT AND 3 WASHERS WITH EACH
H. S. BOLT WITH HEX. HEAD, HEX.
ANCHOR BOLTS
SIGN POST AND FOUNDATION STUB POST ELEVATION
SECTION A-A
DETAIL A
SECTION B-B
1
�"
�"
W
1
D
R
B
C
A
W
EE
15°
15°
G
C
1
A A
BB
EACH BOLT.
HEX NUT AND 2 WASHERS FOR
GALVANIZED BOLT WITH HEX HEAD,
FURNISH 2 EACH �" FOR �" BOLTS.
FIELD DRILL ZEE AND POST
BEADS IN WASHER AREA.
REMOVE ALL GALVANIZED RUNS OR
FOR OTHERS.
MORE THAN 12 LB/FT. NO COPE
5’ COPE FOR SHAPES WEIGHING
AS REQUIRED TO PLUMB.
SIGN POST USE SHIMS
PLATE THICKNESS T
BASE CONNECTION
PLATE THICKNESS T
BASE CONNECTION
TOWARD BASE.
INSTALL WITH NOTCHES
FRICTION FUSE PLATE
SSP-VIA
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
FRICTION FUSE PLATE.
BE 1" – �" ABOVE TOP OF
BOTTOM OF SIGN PANEL SHALL
THE SIGN POST.BE THE SAME POST SHAPE ASFOUNDATION STUB POST SHALL
ROAD AND BRIDGE STANDARDS
REVISION DATE
1323.11
SHEET 2 OF 10
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
STIFFENER PLATE
1 �
"
"�
PLATE THICKNESS = b
PLATE THICKNESS T
BOLT DIA. + �"
8"
BOLT KEEPER PLATE
SHIM DETAIL HINGE PLATE DETAIL FUSE PLATE DETAIL
ALTERNATE BOLT KEEPER PLATE
D
C
C
D
CC
dg/2
g
a
B
A
g/2
c
C
D
g
B
2"
a
g
2"
E
�"
2
�"
B
�" �"
C
D
�"
A
SSP-VIA
700
REFERENCE
SPECIFICATION
MAXIMUM OF 4 SHIMS PER POST.
NO MORE THAN 2 SHIMS SHALL BE USED PER BOLT WITH A
STEEL WITH A MINIMUM CHROMIUM CONTENT OF 11.50% .
FROM BRASS CONFORMING TO ASTM B36 OR FROM STAINLESS
THICK SHIMS PER POLE. SHIMS SHALL BE FABRICATED
FURNISH 2 EACH .063"– AND 2 EACH .032"–
BOLT DIA. + �"
HOLE DIA. =
BOLT DIA. + �"
HOLE DIA. =
BOLT DIA. + �"
HOLE DIA. =
ALLOY
6061-T6 ALUMINUM
.040 THICKNESS
SAW CUT
CENTERLINE OF
ALLOY
6061-T6 ALUMINUM
.040 THICKNESS
OF POST
CENTERLINE
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 10
1323.12
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
CONNECTION
BASE
REFERENCE
SPECIFICATION
SSP-VIA
PARALLEL TO FACE AT FOOTING
D-6"
SIZE
BAR
NO.
BAR
SIZE NO.LENGTH
EQUAL SPACING
BAR P
DIAMETER -6"
BAR H
LENGTH
BAR H
SIZE
BAR
NO.
BAR
SIZE NO.LENGTHLENGTH
BAR H
9’-7"
9’-1"
6’-7"
9’-1"
9’-0"
9’-0"
11’-7"
13’-1"
9’-6"
4’-0"
9’-6"
4’-0"
12’-0"
6’-7"
7’-7"
13’-6"4’-0" 4
3’-0"
10’-7"
12’-1"
9’-0"
9’-0"
12’-1"4
4 12’-1"
12’-1"
4’-0"
44’-1"
3’-6" 10’-0"
6’-7"
6’-7"
8’-7"
7’-7"
8’-7"
8’-0"
3’-6"
7’-0"
3’-0"
9’-0"
3’-6" 9’-0"
3’-0" 7’-0"
8’-0"
3’-0"
7’-0"
3’-0"
7’-0"
3’-6" 10’-0"
3’-0"
9’-0"
9’-0"
9’-7"
6’-7"
10’-7"
10’-7"
3’-0"
9’-0"
10’-7"
8 4
10’-7"
7 108’-7" 10’-7"3’-6" 9’-0"
7 8
9’-7" 10’-7"
49’-0" 8’-7" 103’-6"
TYPE
VI ADIMENSIONS
D d
FOOTING BAR P
10’-0"
3’-6" 9’-0" 4 108’-7"
8 13
10’-7"
9
6 87’-0" 6’-7" 4
7 8
8 9’-0"
12’-1"412’-0" 11’-7"
8 113’-6" 8 4
11’-7" 12’-1"4’-0" 12’-0" 4
134’-0" 9 8
4 86 8
GG
KK
7HH
JJ
8 4
BB
7 10
EE
FF
CC
DD
PP
NN
OO
RR
8 4
SS
6
10
LL
8 4
MM 4 118 8
AA
J
K
G
H
L
O
P
M
N
C 8
A
B
4
E
F
5
D
X 6
4 8
8
Y
Z
4 9
S
T
Q
R
U
6 8
V
W
7 8AU
AV10
AY
AZ
AW
AX
4 107 8
AP
AS
AT
AQ
AR
FOOTING BAR P
VI ADIMENSIONS
D
4’-6"
3’-0"
d
2’-3"
13
BC
9 8
BD14
TYPE
10 8
AO
ZZ 6
XX
YY
8
AB 6
4 8
6 8
8
TT 4
VV
WW
9
UU
11
AH
8 4
AJ
AM
AN
AK
AL
AC
8 4
AD
AG8
AE
AF
15"
PLAN
ELEVATION
SPACING
EQUAL
BAR H
700
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
97’-7"8’-0" STUB POST
FOUNDATION
3" CLEAR
STUB POST
FOUNDATION
d
2’-
9"
DIAMETER = D
3" C
LE
AR
@
EQ
UA
LS
PA
CIN
G
BA
R
H
SPACING
EQUAL
BAR P
3"
CL
EA
R
GROUND LINE
MAXIMUM PROJECTION OF FOUNDATION STUB POST
METHOD TO DETERMINE
60"
NO
TE 1)
(S
EE
4"
MA
XNOTES:
ON THE GROUND SURFACE ON THE OTHER SIDE.
ANY POINT, WITHIN THE LENGTH OF THE CHORD,
CENTERLINE OF THE HIGHWAY AND CONNECTING
A 60" CHORD ALIGNED RADIALLY TO THE
1. 4" MAXIMUM PROJECTION WHEN MEASURED ABOVE
ROAD AND BRIDGE STANDARDS
REVISION DATE
1323.13
SHEET 4 OF 10
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
REFERENCE
SPECIFICATION
SSP-VIA
VIA
TYPE
STRUCTURE
SIGN
DIMENSIONS
SIGN PANEL
W H POST
SHAPE NO. 1
(SEE NOTE 1)
NO. 2 NO. 3 DIA.
ANCHOR BOLTS
TORQUE
IN.-LBS.
W10X12 13’-1" 16’-5"
�" W10X12 14’-1" 16’-7"
�" W10X12 15’-0" 17’-9"
�" 15’-5" 18’-5"
�" W12X16 15’-9" 19’-1"
�" W12X19 15’-8" 20’-2"
�" W12X19
�" W12X22 16’-2" 21’-8"
�" W14X26 16’-4" 22’-6"
�" W14X26 16’-7" 23’-3"
�" W14X26 16’-9" 24’-0"
�" W16X31 17’-1"
�" W16X31 17’-3" 25’-7"
�" W12X14 16’-8" 19’-4"
�" W12X16 16’-9" 20’-1"
�" W12X19 17’-0"
�" W12X22 17’-2" 21’-8"
�" 17’-5" 22’-5"
�" W14X26 17’-8" 23’-2"
�" 24’-0"
�" W16X31 18’-1" 24’-9"
1" W14X34 25’-6"
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
W12X14
15’-11"
17’-10"
20’-11"
24’-10"
20’-10"
200
200
200
600
600
600
900
900
900
1000
1000
1000
1000
600
600
900
900
900
1000
1000
1000
1500
W14X22
W16X26
12’
11’
10’
12’
14’
18’
20’
22’
24’
26’
28’
30’
10’
12’
14’
16’
18’
22’
24’
16’
20’
4’
5’
6’
6’
6’
6’
6’
6’
6’
6’
6’
6’
6’
8’
8’
8’
8’
8’
8’
8’
8’
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y ---
--- --- --- --- --- --- --- ---
�"
NOTES:
POST LENGTH
--- --- --- --- --- --- --- ---
--- --- --- --- --- --- --- ---
Z 26’ 8’ 18’-4" ---
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
LENGTH (2’-9").
THE BOLT KEEPER PLATE + THE FOUNDATION STUB POST
2. TOTAL POST LENGTH QUANTITY = LENGTH OF POST ABOVE
FINISHED GRADE ELEVATION.
THE FIELD LOCATION OF THE SIGN STRUCTURE BASED ON
CONTRACTOR SHALL DETERMINE THE ACTUAL POST LENGTH AT
1. POST LENGTH IS FOR ESTIMATING PURPOSES ONLY. THE
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 10
1323.14
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
28’
30’ 8’
10’ 10’
12’ 10’
14’ 10’
16’ 10’
18’ 10’
20’ 10’
22’ 10’
24’ 10’
26’ 10’
28’ 10’
30’ 10’
12’
10’
12’
14’
16’
18’
20’
22’
24’
26’
28’
30’
12’
8’
9’
9’
9’
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
LL
MM
NN
OO
PP
RR
SS
TT
UU
VV
WW
XX
YY
ZZ
1" W18X35 18’-6" 26’-3"
1" W18X40 18’-9" 27’-1"
�" W12X19 18’-6" 21’-3"
�" W14X22 18’-9" 22’-1"
�" W14X22 19’-0"
�" W14X26 19’-2" 23’-8"
�" W16X31 19’-5" 24’-5"
1" W16X31 19’-8" 25’-2"
1" W18X35 26’-0"
1" W18X40 20’-1" 26’-9"
1" W21X44 20’-4" 27’-6"
1" W21X44 20’-6" 28’-3"
1�" W21X44 21’-0" 28’-9"
�" W12X16 17’-6" 20’-3"
�" W12X19 17’-9" 21’-1"
�" W12X22 18’-0"
�" W14X26 18’-2" 22’-8"
�" W14X26 23’-5"
�" W16X31 18’-8" 24’-2"
�" W16X31 25’-0"
1" W18X35 19’-1" 25’-9"
1" W18X35 19’-4" 26’-6"
1" W18X40 27’-0"
1" W21X44 20’-4" 27’-6"
�" W14X26 20’-9" 24’-1"
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
19’-10"
18’-10"
22’-10"
21’-10"
1500
1500
600
900
900
1000
1000
1500
1500
1500
1500
1500
2540
600
900
900
900
1000
1000
1000
1500
1500
1500
1500
1000
700
REFERENCE
SPECIFICATION
SSP-VIA
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
POST
POST LENGTH
NOTES:
(SEE NOTE 1)
VIA
TYPE
STRUCTURE
SIGN
DIMENSIONS
SIGN PANEL
W H SHAPE NO. 1 NO. 2 NO. 3 DIA.TORQUE
IN.-LBS.
ANCHOR BOLTS
9’
9’
9’
9’
9’
9’
9’
9’
18’-5"
19’-10"
LENGTH (2’-9").
THE BOLT KEEPER PLATE + THE FOUNDATION STUB POST
2. TOTAL POST LENGTH QUANTITY = LENGTH OF POST ABOVE
FINISHED GRADE ELEVATION.
THE FIELD LOCATION OF THE SIGN STRUCTURE BASED ON
CONTRACTOR SHALL DETERMINE THE ACTUAL POST LENGTH AT
1. POST LENGTH IS FOR ESTIMATING PURPOSES ONLY. THE
ROAD AND BRIDGE STANDARDS
REVISION DATE
1323.15
SHEET 6 OF 10
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
700
REFERENCE
SPECIFICATION
SSP-VIA
VIA
TYPE
STRUCTURE
SIGN
DIMENSIONS
SIGN PANEL
W H POST
SHAPE NO. 1
(SEE NOTE 1)
NO. 2 NO. 3 DIA.
ANCHOR BOLTS
TORQUE
IN.-LBS.
W16X31
W14X34
W18X40 27’-9"
W16X31
�"
W16X40
W18X35 22’-9"
23’-2"
23’-3"
30’-5"
24’-4"
W18X40 23’-4" 24’-8"
25’-0"
1" 25’-2"
---
---
---
---
---
---
---
---
---
---
W21X44 21’-10"
20’-11"
24’-10"
2540
2540
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
14’
18’
20’
22’
24’
26’
28’
30’
16’
18’
22’
24’
16’
20’
12’
14’
16’
16’
AD
AE
AF
AG
AH
AJ
AK
AL
AM
AN
AO
AP
AQ
AR
AS
AT
AU
AV
AW
AX
AY
AZ
---
NOTES:
POST LENGTH
---
BC
26’
VIRGINIA DEPARTMENT OF TRANSPORTATION
INTERSTATE SIGN STRUCTURE
INSTALLATION DETAILS
W21X44 25’-3"BD
28’
23’-6"
21’-0"
21’-2" 25’-8"
21’-5" 26’-5"
21’-7"
28’-6"
19’-5"
19’-6" 21’-2"
21’-3"
23’-0"
23’-2" 27’-8"
23’-5" 28’-5"
23’-8" 29’-2"
21’-4" 22’-8"
21’-4"
21’-6"
25’-2"
25’-5
23’-1"
1�" 2540
150016’
16’
16’
16’
16’
16’30’
2540
2540
1500
1500
1500
1500
1500
1"
1"
1"
1"
1�"
1�"
1"
1"
1"
1"
1"
14’
14’
14’
14’
14’
14’
14’
14’
12’
12’
12’
12’
12’
12’
AC
AB
12’
12’
30’
28’
26’
24’
22’
20’
18’
16’
14’
2540
1500
1500
1000
1000�"
1�"
1�"
1�"
1"
1"
1"
1"
1"
1"
1"
1"
23’-6"
23’-6"
23’-6"
W21X44
W21X44
W21X44
W18X35
W16X40
W18X40
W18X40
W21X44
W21X44
W21X44
W18X35
W18X35
W18X35
W18X40
W21X44
W18X40
W16X26
23’-11"
24’-2"
24’-5"
24’-9"
25’-0"
25’-7"
26’-2"
26’-6"
27’-0"
26’-9"
25’-11"
23’-0"
22’-9"
22’-5"
29’-8"
21’-6"
21’-5"
21’-5"
19’-6"
22’-11"
26’-10"
26’-11"
24’-10"
LENGTH (2’-9").
THE BOLT KEEPER PLATE + THE FOUNDATION STUB POST
2. TOTAL POST LENGTH QUANTITY = LENGTH OF POST ABOVE
FINISHED GRADE ELEVATION.
THE FIELD LOCATION OF THE SIGN STRUCTURE BASED ON
CONTRACTOR SHALL DETERMINE THE ACTUAL POST LENGTH AT
1. POST LENGTH IS FOR ESTIMATING PURPOSES ONLY. THE
ROAD AND BRIDGE STANDARDS
SHEET 7 OF 10
1323.16
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
¸7ïßÁ#i.¥¹óßÁƒ�ðßÁ#i.¥¹óßÁ`ÉïßÁ#i.¥¹óßÁ’�ðßÁ·arâÙóßÁ¤ÀïßÁ§YnŠÓóßÁÔ…ïßÁ·arâÙóßÁ�õßÁ“T�ÒÖóßÁo�ðßÁŠÎõÿóßÁ¤ÀïßÁ•‚Ê•ùóßÁÔ…ïßÁŠÎõÿóßÁ�õßÁ‰}såüóßÁƒ�ðßÁ�äBß+ôßÁ„ÁïßÁ�äBß+ôßÁ�õßÁt!•�+ôßÁo�ðßÁ™Ü†�LôßÁ¤ÀïßÁ‰Ô‚ÄEôßÁÔ…ïßÁ™Ü†�LôßÁ�õßÁtÏ+�IôßÁ’�ðßÁŽ�ã/rôßÁ¤ÀïßÁ~ýÞ×kôßÁÔ…ïßÁŽ�ã/rôßÁ�õßÁjø‡�oôßÁÀ�ðßÁ„.?C˜ôßÁ¤ÀïßÁt&;ë‘ôßÁÔ…ïßÁ„.?C˜ôßÁ�õßÁ`!ä2•ôßÁH�ðßÁÿBV¾ôßÁ®¿ïßÁï:©þ·ôßÁw‰ïßÁÿBV¾ôßÁ�õßÁÜ "¼ôßÁ%�ðßÁp€÷iäôßÁ®¿ïßÁ`xó�ÞôßÁÔ…ïßÁp€÷iäôßÁ�õßÁÒ6~�âôßÁH�ðßÁe©S}õßÁ®¿ïßÁU¡O%�õßÁÔ…ïßÁe©S}õßÁ�õßÁÈ_Ú/�õßÁH�ðßÁà½Á•0õßÁì»ïßÁе½8*õßÁw‰ïßÁà½Á•0õßÁ�õßÁ7ÅT•=õßÁ%�ðßÁQû�¤VõßÁì»ïßÁAó�LPõßÁÔ…ïßÁQû�¤VõßÁ�õßÁ-î°°cõßÁ%�ðßÁG$h·|õßÁì»ïßÁ7�d_võßÁÔ…ïßÁG$h·|õßÁ�õßÁ"� ĉõßÁ&�ðßÁ5ò2®£õßÁì»ïßÁ²0ÒrœõßÁÔ…ïßÁÂ8ÖÊ¢õßÁ�õßÁ•+{ׯõßÁ&�ðßÁ¥/}ÁÉõßÁì»ïßÁ"n�†ÂõßÁÔ…ïßÁ2v ÞÈõßÁ�õßÁ�iÅêÕõßÁƒ�ðßÁ‰Ï”ÇôõßÁ„ÁïßÁ‰Ï”ÇôõßÁ�õßÁ•øðÿóõßÁo�ðßÁ£³ê��ößÁì»ïßÁ“«æ¬�ößÁÔ…ïßÁ£³ê��ößÁ�õßÁ~¦•ô�ößÁÀ�ðßÁ™ÜF�;ößÁöºïßÁ‰ÔBÀ4ößÁÔ…ïßÁ™ÜF�;ößÁ�õßÁïãÙ�8ößÁ%�ðßÁŽ�£+aößÁöºïßÁ~ýžÓZößÁÔ…ïßÁŽ�£+aößÁ�õßÁñ»)Þ^ößÁH�ðßÁ„.ÿ>‡ößÁöºïßÁt&ûæ€ößÁÔ…ïßÁ„.ÿ>‡ößÁ�õßÁçä…ñ„ößÁ’�ðßÁzW[RößÁì»ïßÁjOWú¦ößÁÔ…ïßÁzW[RößÁ�õßÁW"Ð�«ößÁH�ðßÁp€·eÓößÁì»ïßÁ`x³ ÍößÁÔ…ïßÁp€·eÓößÁ�õßÁ�’áBâößÁ&�ðßÁØbp\úößÁì»ïßÁU¡�!óößÁÔ…ïßÁe©�yùößÁ&�ðßÁ΋Ìo ÷ßÁì»ïßÁKÊk4�÷ßÁÔ…ïßÁ[ÒoŒ�÷ßÁH�ðßÁQûËŸE÷ßÁì»ïßÁAóÇG?÷ßÁÔ…ïßÁQûËŸE÷ßÁó��õßÁ)<!ÖˆóßÁ�aÙôßÁ•Xßš•óßÁ¿�ŠôßÁ]v•õŠóßÁYÛGôßÁ�e=$ŠóßÁ�¸ÿóßÁ)<!ÖˆóßÁ�¢!óßÁw•ûèžóßÁ#»ÜòßÁ)<!ÖˆóßÁ]¯®ôßÁR˜°ÜYóßÁ
t�CòßÁI,Š�•óßÁQ¨�òßÁ¯'3ÖˆóßÁ,%¶ñßÁ�`€‹•óßÁ-òjñßÁ¯'3ÖˆóßÁ ßÁŒ-Ó0šóßÁéðßÁŒ-Ó0šóßÁ
ðsOðßÁ>ê(ˆ‡óßÁ„£�ðßÁ�Dñš•óßÁ蕼ïßÁâa¡õŠóßÁV2•ïßÁ¤PO$ŠóßÁÐ@ïßÁ*�ÏÅÚóßÁÐ@ïßÁ D+ÙÐ9ïßÁ�äBß+ôßÁÐ@ïßÁ�–ãÿLôßÁÐ@ïßÁ�¿?�sôßÁÐ@ïßÁ÷ç›&™ôßÁsDïßÁrü:¿ôßÁÐ@ïßÁã9TMåôßÁÐ@ïßÁØb°`�õßÁ>8ïßÁKs�H.õßÁ>8ïßÁ¼°f[TõßÁ>8ïßÁ²ÙÂnzõßÁ>8ïßÁ-î0‚ õßÁ>8ïßÁ•+{•ÆõßÁÐ9ïßÁ‰Ï”ÇôõßÁÐ@ïßÁ�mGè�ößÁÐ@ïßÁ�–£û;ößÁÐ@ïßÁ�¿ÿ�bößÁÐ@ïßÁ÷ç["ˆößÁÐ@ïßÁí�¸5®ößÁ¿3ïßÁÛ5��ÑößÁX2ïßÁÐ^n0÷ößÁ 2ïßÁƇÊC�÷ßÁÈ1ïßÁܵ�ŸC÷ßÁÙó8ïßÁ¤PO$ŠóßÁ��õßÁ7�ö¤ºóßÁ�õßÁ�iEr�÷ßÁ�õßÁ~¦•…+÷ßÁ�õßÁùºý˜Q÷ßÁ¶ZV«xÙ@TðßÁVœá¶ºóßÁWðßÁ“T× ÚóßÁWðßÁ‰}3´SðßÁï5;æ.ôßÁWðßÁtÏëÚLôßÁWðßÁjøGîrôßÁWðßÁ`!¤�™ôßÁQðßÁÜ â׿ôßÁQðßÁÒ6>ëåôßÁQðßÁÈ_šþ�õßÁVðßÁ7Å�lAõßÁVðßÁ-îp•gõßÁVðßÁ§�ß’•õßÁVðßÁ�@)¦³õßÁVðßÁ�i…¹ÙõßÁSðßÁ•ø°Î÷õßÁWðßÁ~¦OÃ�ößÁWðßÁïã™Ö;ößÁ
QðßÁçäEÀˆößÁQðßÁW"•Ó®ößÁVðßÁKs�AäößÁVðßÁAœxT÷ßÁVðßÁ²ÙÂg0÷ßÁVðßÁ-î0{V÷ßÁÕôßÁÆÙ+ý¹óßÁÚôßÁI º�ÛóßÁÚôßÁÄ´(1�ôßÁÕôßÁ¨T@7,ôßÁÚôßÁ*�ÏWMôßÁÚôßÁ¥/=ksôßÁÚôßÁ›X™~™ôßÁÞôßÁ‘•õ‘¿ôßÁÝôßÁ†ªQ¥åôßÁÝôßÁ|Ó¸�õßÁÞôßÁrüÌ1õßÁÝôßÁh%fßWõßÁÝôßÁ#®È·~õßÁÞôßÁ�/·/¥õßÁÞôßÁ�ÕôßÁÛ‡s[òõßÁÚôßÁã9�|�ößÁÚôßÁØbp•9ößÁâôßÁÓ;ñk`ößÁâôßÁÊdM•†ößÁäôßÁ•3ñ¬ößÁãôßÁ��·�ÕößÁâôßÁ·—=°úößÁáôßÁ:´bñ!÷ßÁÝôßÁ+-š;G÷ßÁIôßÁ•øðϺóßÁÿóßÁ•øðϺóßÁ·óßÁï5û@¼óßÁpóßÁï5û@¼óßÁ%óßÁï5û@¼óßÁßòßÁï5û@¼óßÁ˜òßÁï5û@¼óßÁPòßÁï5û@¼óßÁ�òßÁï5û@¼óßÁÀñßÁï5û@¼óßÁwñßÁå^�²½óßÁ.ñßÁï5û@¼óßÁçðßÁï5û@¼óßÁœðßÁï5û@¼óßÁ‹ôßÁjJ©&¼óßÁ“ôßÁ*�ýåÙóßÁ’ôßÁ¥"kùÿóßÁŽôßÁû{ßâ+ôßÁ’ôßÁ�‰� LôßÁ’ôßÁ†••3rôßÁ’ôßÁ|ÆÛF˜ôßÁ‘ôßÁo)Iÿ¼ôßÁ”ôßÁŽ#�äôßÁ”ôßÁ�üƒM õßÁ•ôßÁ‘•502õßÁ•ôßÁSw�LzõßÁ•ôßÁ΋Œ_ õßÁ•ôßÁ?ÉÖrÆõßÁ‹ôßÁ#iîxñõßÁ“ôßÁ�3%/�ößÁ’ôßÁ¦@�#<ößÁ’ôßÁÝ]Ö�bößÁ‘ôßÁ¡J˜¾ˆößÁ“ôßÁ›‚LC¯ößÁ•ôßÁ÷ç[úÐößÁ•ôßÁrüÉ ÷ößÁ•ôßÁh%&!�÷ßÁ•ôßÁ]N‚4C÷ßÁPôßÁtkJ�ÝóßÁPôßÁtkÊ��ôßÁHôßÁX�â -ôßÁPôßÁ䨔ANôßÁPôßÁÚÑðTtôßÁPôßÁK�;hšôßÁIôßÁé/{ĽôßÁGôßÁ�6a¾ãôßÁGôßÁÌ—L•õßÁKôßÁ•CLKôßÁ†l¨�]õßÁKôßÁö©ò&ƒõßÁKôßÁq¾`:©õßÁKôßÁgç¼MÏõßÁFôßÁ�ä�·òõßÁNôßÁ ¿ó��ößÁMôßÁ�'GôßÁ¬�Ä×_ößÁHôßÁò¯Å)…ößÁGôßÁÛ5�ù¨ößÁKôßÁ¥ñSÕÙößÁKôßÁ�/žèÿößÁKôßÁ�Xúû%÷ßÁKôßÁ†lh�L÷ßÁ�ôßÁ*�½eÚóßÁ�ôßÁ÷Ú‰¨�ôßÁ�ôßÁâ,BÏNôßÁ�ôßÁØUžâtôßÁ�ôßÁÎ~úõšôßÁ�ôßÁƸю¾ôßÁ�ôßÁ[ÒoÊãôßÁ�ôßÁQûËÝõßÁ�ôßÁG$(ñ/õßÁ�ôßÁ¥Y•–XõßÁ�ôßÁø�¨Z•õßÁ�ôßÁ(Ÿ<+¢õßÁ�ôßÁ�ñè}ÊõßÁþóßÁú��(ôõßÁ�ôßÁﲉ¤�ößÁ�ôßÁÆaãG=ößÁ�ôßÁzW�Œ`ößÁ�ôßÁë”eŸ†ößÁ�ôßÁe©Ó²¬ößÁ�ôßÁ[Ò/ÆÒößÁ�ôßÁQû‹ÙøößÁ�ôßÁG$èì�÷ßÁ�ôßÁ<MD¯óßÁ��¹ ÔóßÁ¯óßÁçÒ…PüóßÁ·óßÁM4þ‘.ôßÁ¯óßÁÒ$>wHôßÁ°óßÁÈMšŠnôßÁ°óßÁ¾vö•”ôßÁóßÁvÏIæ¹ôßÁóßÁlø¥ùßôßÁóßÁ"�.}�õßÁ¶óßÁG$(ñ/õßÁ¶óßÁ<M„�VõßÁ¶óßÁ·aò�|õßÁ¹óßÁâ"¤õßÁ¼óßÁø`�<ÉõßÁ´óßÁú��(ôõßÁ®óßÁZJ[$�ößÁ®óßÁuO�`6ößÁóßÁ̇%K]ößÁóßÁüº›Î‚ößÁóßÁ—Ôó)©ößÁ¶óßÁ[Ò/ÆÒößÁ¶óßÁQû‹ÙøößÁ¹óßÁˆW�¼!÷ßÁ¹óßÁ<MDnóßÁ·�¿ñâóßÁjóßÁƒÏ‹4�ôßÁpóßÁ¾q��0ôßÁjóßÁê52[WôßÁjóßÁeJ n}ôßÁjóßÁՇꕣôßÁfóßÁÆÞ�иôßÁfóßÁAó‡ãÞôßÁfóßÁ7�äö�õßÁgóßÁ§Y.+õßÁgóßÁ"nœ�QõßÁgóßÁ�—ø0wõßÁgóßÁ‰ÔBD•õßÁgóßÁ�é°WÃõßÁnóßÁjJ)™õõßÁhóßÁ–�Sñ�ößÁhóßÁŒ7¯�CößÁfóßÁÚŒ!¥[ößÁfóßÁU¡•¸•ößÁfóßÁÆÞÙ˧ößÁgóßÁ¼�6ßÍößÁgóßÁ7�¤òóößÁgóßÁ§Yî��÷ßÁgóßÁ•‚J�@÷ßÁ%óßÁ��¹ ÔóßÁ%óßÁçÒ…PüóßÁ(óßÁM4þ‘.ôßÁ!óßÁÒ$>wHôßÁ!óßÁÈMšŠnôßÁ!óßÁ¾vö•”ôßÁ�óßÁU¡�_·ôßÁ�óßÁKÊkrÝôßÁ�óßÁAóÇ…�õßÁ&óßÁ7�$™)õßÁ�óßÁ,E€¬OõßÁ�óßÁ§Yî¿uõßÁ�óßÁ�—8Ó›õßÁ�óßÁ�À”æÁõßÁ%óßÁú��(ôõßÁ�óßÁù�M �ößÁ�óßÁt&» 4ößÁ�óßÁjO�4ZößÁ�óßÁÛŒaG€ößÁ�óßÁU¡ÏZ¦ößÁ�óßÁKÊ+nÌößÁ�óßÁAó‡•òößÁ�óßÁ7�ä”�÷ßÁ�óßÁ,E@¨>÷ßÁäòßÁ��¹ ÔóßÁÝòßÁçÒ…PüóßÁàòßÁM4þ‘.ôßÁÝòßÁºo•�lôßÁÝòßÁ�§œ6”ôßÁäòßÁø™ÅÙÝôßÁØòßÁAóÇ…�õßÁØòßÁ,E€¬OõßÁØòßÁ§Yî¿uõßÁØòßÁ�—8Ó›õßÁØòßÁ�À”æÁõßÁÝòßÁú��(ôõßÁ×òßÁù�M �ößÁ×òßÁt&» 4ößÁØòßÁjO�4ZößÁØòßÁÛŒaG€ößÁØòßÁU¡ÏZ¦ößÁÙòßÁ,E@¨>÷ßÁŒòßÁs5§?àóßÁŽòßÁ�R½ù�ôßÁ–òßÁ¾q��0ôßÁ•òßÁ‰'qVUôßÁ‹òßÁ•6�¡|ôßÁ•òßÁՇꕣôßÁŽòßÁm²�CÆôßÁŽòßÁèÆqVìôßÁŒòßÁ7�äö�õßÁŒòßÁ§Y.+õßÁŒòßÁ"nœ�QõßÁŒòßÁ�—ø0wõßÁŒòßÁ‰ÔBD•õßÁŒòßÁ�é°WÃõßÁ”òßÁjJ)™õõßÁŽòßÁ–�Sñ�ößÁŽòßÁŒ7¯�CößÁŒòßÁÚŒ!¥[ößÁ•òßÁU¡•¸•ößÁ•òßÁÆÞÙ˧ößÁ•òßÁ¼�6ßÍößÁ•òßÁ7�¤òóößÁ•òßÁ§Yî��÷ßÁ•òßÁ•‚J�@÷ßÁOòßÁ>‹í�æóßÁOòßÁS9õHôßÁJòßÁï5»?+ôßÁOòßÁ>‹-ýSôßÁOòßÁ4´‰�zôßÁOòßÁ*Ýå# ôßÁOòßÁ��B7ÆôßÁOòßÁ�/žJìôßÁOòßÁ�Xú]�õßÁNòßÁ²Ù‚¨-õßÁNòßÁ§�ß»SõßÁNòßÁ"�MÏyõßÁSòßÁ“T—âŸõßÁQòßÁ‰}óõÅõßÁJòßÁú��(ôõßÁOòßÁÃv•å�ößÁOòßÁ>‹íøBößÁOòßÁ4´I�iößÁOòßÁ¥ñ“�•ößÁNòßÁÐ^.jªößÁNòßÁƇŠ}ÐößÁQòßÁ¼°æ•öößÁQòßÁ²ÙB¤�÷ßÁMòßÁ.Æ€zC÷ßÁ�òßÁU¡ÏÿÔóßÁùñßÁ²0RÐúóßÁûñßÁ•‚÷FôßÁúñßÁ“«fmôßÁúñßÁ‰ÔÂ�“ôßÁüñßÁ~ý�1¹ôßÁùñßÁt&{DßôßÁüñßÁjO×W�õßÁúñßÁ`x3k+õßÁúñßÁU¡•~QõßÁúñßÁKÊë‘wõßÁúñßÁAóG¥•õßÁúñßÁ7�¤¸ÃõßÁûñßÁ‰ÔBœ�ößÁûñßÁ~ýž¯2ößÁúñßÁ`x³§]ößÁûñßÁ‰Ô‚�‚ößÁûñßÁù�Í,¨ößÁûñßÁï:)@ÎößÁúñßÁjO—SôößÁûñßÁÚŒáf�÷ßÁûñßÁU¡Oz@÷ßÁ¸ñßÁýdkOÕóßÁ´ñßÁ‰ÔBþøóßÁ¸ñßÁï5»?+ôßÁ²ñßÁ!î•~FôßÁ·ñßÁ�ép{nôßÁ·ñßÁ^øôF”ôßÁµñßÁï:)¢ºôßÁ¶ñßÁåc…µàôßÁ±ñßÁ`xóÈ�õßÁ±ñßÁе=Ü,õßÁ±ñßÁÆÞ™ïRõßÁ±ñßÁAó��yõßÁ±ñßÁ7�d�ŸõßÁ°ñßÁæ:2zÃõßÁ¸ñßÁ“¦8k÷õßÁ¶ñßÁ™+ßt�ößÁ¶ñßÁ”+¥h4ößÁ²ñßÁ7�¤Õ[ößÁÂñßÁ�‘â‰ößÁÁñßÁZRñ¯ößÁÃñßÁú[®ŠÓößÁ½ñßÁ딥�üößÁÂñßÁ7Ó=; ÷ßÁÀñßÁUÒµ#G÷ßÁjñßÁÆ[lCÔóßÁhñßÁ‘“;¤ûóßÁpñßÁï5»?+ôßÁjñßÁAó‡ÆFôßÁhñßÁ�ép{nôßÁhñßÁ~ýÞŽ”ôßÁhñßÁï:)¢ºôßÁhñßÁåc…µàôßÁjñßÁ`xóÈ�õßÁjñßÁе=Ü,õßÁjñßÁÆÞ™ïRõßÁjñßÁAó��yõßÁjñßÁ7�d�ŸõßÁjñßÁ§Y®)ÅõßÁpñßÁ“¦8k÷õßÁlñßÁŽß\l�ößÁjñßÁt&» 4ößÁiñßÁ#ÅÊ•[ößÁjñßÁ�î&“•ößÁjñßÁjOו©ößÁjñßÁEJ³IÎößÁjñßÁ�n%�ôößÁjñßÁU¡�Ø�÷ßÁiñßÁ�ÀÝ;@÷ßÁ3ñßÁ'àIÜóßÁ2ñßÁ›Ï{ì%ñßÁú�ŸÎ)ôßÁ.ñßÁí�øÓOôßÁ-ñßÁ�mÇEtôßÁ-ñßÁ�–#YšôßÁ-ñßÁ�¿•lÀôßÁ-ñßÁ÷çÛ•æôßÁ-ñßÁí�8“�õßÁ-ñßÁã9”¦2õßÁ-ñßÁØbð¹XõßÁ-ñßÁ΋LÍ~õßÁ-ñßÁÄ´¨à¤õßÁ-ñßÁºÝ�ôÊõßÁ%ñßÁ•}�úõõßÁ.ñßÁ�–£×�ößÁ.ñßÁí�¸Ï>ößÁ-ñßÁã9�ãdößÁ.ñßÁ�–ãT‰ößÁ.ñßÁ|Ó-h¯ößÁ.ñßÁrü‰{ÕößÁ.ñßÁí�øŽûößÁ.ñßÁ]NB¢!÷ßÁ'ñßÁÐ^®‰D÷ßÁæðßÁ.Hˆ*ÚóßÁåðßÁ��?µ�ôßÁÞðßÁï5»?+ôßÁåðßÁ£³*ÀNôßÁãðßÁ�ñtÓtôßÁãðßÁŽ�ãæšôßÁãðßÁÿB-úÀôßÁãðßÁõk‰ çôßÁãðßÁp€÷ õßÁäðßÁà½A43õßÁãðßÁÖæ•GYõßÁãðßÁQû�[•õßÁãðßÁG$hn¥õßÁãðßÁ·a²•ËõßÁ
æðßÁjR_|�ößÁåðßÁ„.¿x:ößÁæðßÁ*iÄ�dößÁåðßÁ�‘â‰ößÁåðßÁzWÛõ¯ößÁåðßÁõkIÖößÁåðßÁ딥�üößÁåðßÁe©�0"÷ßÁæðßÁÖæ]CH÷ßÁ’ðßÁ”à7dàóßÁ‘ðßÁ[J‡�ôßÁ–ðßÁú�ŸÎ)ôßÁ‘ðßÁ�#•�VôßÁŽðßÁ“«fmôßÁŽðßÁ‰ÔÂ�“ôßÁŽðßÁ~ý�1¹ôßÁ•ðßÁt&{DßôßÁ•ðßÁjO×W�õßÁ•ðßÁ`x3k+õßÁ•ðßÁU¡•~QõßÁ•ðßÁKÊë‘wõßÁ•ðßÁAóG¥•õßÁ•ðßÁ7�¤¸ÃõßÁ–ðßÁ•}�úõõßÁ‘ðßÁª�}#�ößÁ•ðßÁ’ðßÁïãzý]ößÁ‘ðßÁ‰Ô‚�‚ößÁ‘ðßÁù�Í,¨ößÁ•ðßÁï:)@ÎößÁ•ðßÁjO—SôößÁ•ðßÁÚŒáf�÷ßÁ™ðßÁe©SÒF÷ßÁ•ôßÁã9”·VõßÁ×òßÁ²0�Š+õßÁÔòßÁ`xs�ÍößÁÓòßÁU¡O¹óößÁÐòßÁÚŒáH�÷ßÁ
„À–e•õßÁ=݆à›óßÁ
õßÁ U$~µóßÁõßÁø�7�êóßÁõßÁy1ïÈõßÁÜg8�5ôßÁõßÁÚ˜KV\ôßÁõßÁHõÝr€ôßÁõßÁPÕ_�™ôßÁõßÁD¯–YÏôßÁõßÁ‹N®§ïôßÁõßÁŸ]a‰�õßÁõßÁ�j�o>õßÁõßÁ�›+“UõßÁõßÁ…ˆšo|õßÁõßÁÄÅE�¦õßÁõßÁ4«²ÉÚõßÁõßÁ•WP•íõßÁõßÁÕ_Aã"ößÁõßÁ”7Ô9ößÁõßÁ×É�“rößÁõßÁìÊñ““ößÁõßÁ©«�̺ößÁõßÁ,ÈD âößÁõßÁ¤ FN÷ßÁõßÁèá*�(÷ßÁõßÁ�›ëŽD÷ßÁ
èK±óßÁÃn%ö…óßÁ·îmóßÁñö��„óßÁ óßÁ›•à†”óßÁóßÁX@á’óßÁ
–õßÁéhwÄxøßÁ
/�Ž)[ïßÁ¬ÎzA™òßÁ
ßÁ¼‰—6?øßÁ
;®ÕË\ïßÁ´X•/ŠøßÁ
òßÁR¡•ç·ôßÁÝòßÁpì/`EôßÁ
ßÁIy—Ì&øßÁ
WøßÁ
Ô+—õßÁ™'ýZêòßÁ ßÁä½Ó$¸Å�õßÁöÀF�íòßÁpxÊôßÁ�ÝnçêòßÁËœƒôßÁ°ÍvÄëòßÁ3?¤óßÁ��ÀoûòßÁ:X_óßÁÍÁå\åòßÁˆÙL1õßÁ…Ã嘹òßÁ
‹°ÅòßÁí±NžéòßÁhE‡òßÁR÷\åòßÁDÂ8òßÁ§åD�ìòßÁD•íñßÁR÷\åòßÁ쀫ñßÁ¡ŸmüòßÁ jÈ�{rñßÁ¡ŸmüòßÁ��ÒðßÁâoí�äòßÁœ@‘ðßÁªÉµ!úòßÁÿ,?ðßÁ†çe|çòßÁnÏ�ðßÁHÖ�«æòßÁð•»ïßÁHÖ�«æòßÁ�
‚ý‡}�ößÁ•&�+�óßÁ
½V�<”õßÁÅ +Ó�óßÁ×ÄŸJ˜õßÁrG‰ :óßÁ
‚ûjj˜õßÁqJ–�‰óßÁ ‹.ÿv—õßÁkœãNùóßÁ‹.ÿv—õßÁ¤óF�!ôßÁ j—{›–õßÁ*€tjôßÁ �nSv˜õßÁHŒ#Ë¿ôßÁ
'§ðΕõßÁßwïÕæôßÁ �Y´Ž•õßÁYûr•TõßÁ •Ûª„”õßÁP5 J õßÁÿ}a`—õßÁ.˜TUÂõßÁ Ç,†ò•õßÁÖ‘nûìõßÁ
/Š�Á•õßÁ!01 H¢t€”õßÁ•ÿÀ£4ößÁ FÙ>R”õßÁóRêU_ößÁ
�ÑÝÔðßÁOé�Ã�óßÁܼ¹½ÒðßÁºŒ�d?óßÁ)X¡3ÖðßÁÿn��cóßÁ².šfÚðßÁôÔɉóßÁs�vvØðßÁ¤�UÕ°óßÁº�8†ÙðßÁfx³fÖóßÁpAcC×ðßÁ[¡�züóßÁzï�–×ðßÁ·«k•!ôßÁ
P7QKÖðßÁQ¡xóHôßÁšù%ŽØðßÁ=�$´nôßÁ
ÔJÜðßÁ&èm#œôßÁ�·„•ÜðßÁ��Ê6ÂôßÁ
õ¬r¥ÛðßÁ•N�JèôßÁ�æè©àðßÁ™«¦��õßÁ
ilÅ#ØðßÁ)P•ñ,õßÁT�d~×ðßÁ£;ˆWSõßÁ
0-?SÕðßÁz&»;yõßÁ�u|�ÔðßÁpO�OŸõßÁ
0-?SÕðßÁµÔž�ÄõßÁE‰ øÕðßÁ•�C�íõßÁ
e“²ðÖðßÁg&•.�ößÁ šù%ŽØðßÁÌÞ™œ7ößÁ ;Ûï¥ÕðßÁ=�ä¯]ößÁ «ê•bÙðßÁŒ ºyŠößÁ [•�ôÔðßÁòÛ–ð©ößÁ
–¤ž³kõßÁ‰R—‘(óßÁìKÓbmõßÁpO�ÃHóßÁìKÓbmõßÁfxsÖnóßÁìKÓbmõßÁÖµ½é”óßÁìKÓbmõßÁQÊ+ýºóßÁìKÓbmõßÁGó‡�áóßÁìKÓbmõßÁ·0Ò#�ôßÁìKÓbmõßÁ2E@7-ôßÁH„ªQlõßÁf4B/XôßÁ÷ùƒµmõßÁ Oñ˜|ôßÁ
Ì=ëMõßÁþáíT•ôßÁ�le¢OõßÁx‹gCôßÁ×�Š4NõßÁè© ÞôßÁ
):à”XõßÁ©É$)�õßÁìKÓbmõßÁëcž7õßÁ
Þ·Ã�iõßÁG\à_aõßÁ�p†ajõßÁ0C�ЇõßÁ
ìKÓbmõßÁÌÞÙø©õßÁìKÓbmõßÁz&»®ÒõßÁ
ìKÓbmõßÁpO�ÂøõßÁ�¸&¸gõßÁ�s�R�ößÁ
ì'þÉgõßÁ¢ö�ñFößÁ_z5+hõßÁ}áÜekößÁ ¥�»#WõßÁÏz�f…ößÁ ÑÌlŒhõßÁÆJ�Y·ößÁ
ßk³£�õßÁ�¾žú&óßÁ±�ÀÐ�õßÁ�çú MóßÁ¢^ûœ!õßÁ(�MæaóßÁ¢^ûœ!õßÁ�@©ù‡óßÁ¢^ûœ!õßÁpøÇQ³óßÁ¥`|à"õßÁëcÅråóßÁ¥`|à"õßÁfx3†�ôßÁ¥`|à"õßÁ[¡•™1ôßÁ÷/ á õßÁÅDƒ:[ôßÁ!èb,�õßÁÞ&a…zôßÁ
�éÂI$õßÁM^å´¥ôßÁÄïC�#õßÁ2EÄïC�#õßÁ(n\úïôßÁ �´Û‰#õßÁÂ�?RUõßÁ
¢^ûœ!õßÁ•}s�0õßÁ vXèÁ�õßÁÀý¨W†õßÁ�Œ�‡�õßÁÄè�ž°õßÁ
�:²Ù�õßÁÌYsvÓõßÁ<ko•�õßÁh¦�iþõßÁ
Vá3£�õßÁ¨I"r!ößÁ y³$í�õßÁ6˜´ÙEößÁ YÊæ)�õßÁGû…•¼ößÁ„ÓŒßËôßÁ>þ�l"óßÁ‹µXÌôßÁ¨YÕ�HóßÁ
3§ß"ÕôßÁ•Ô��_óßÁ}ie×ôßÁ�‚�®‰óßÁÒ-ÿ×ôßÁº¾Q®óßÁ
‡Û�{ÛôßÁ�†mGÞóßÁ‡Û�{ÛôßÁ–šÛZ�ôßÁ‡Û�{ÛôßÁŒÃ7n*ôßÁ
•9ðùËôßÁ�R€¸UôßÁö�×4ÏôßÁ%4^�uôßÁ
ÐÆç¿ÜôßÁ�¯ÄšôßÁ¦jØœÛôßÁ�Øe×ÀôßÁ¦jØœÛôßÁü
¦jØœÛôßÁ£‚JR�õßÁ
�"ÛÒôßÁ™«¦H(õßÁ�"ÛÒôßÁ•Ô�\NõßÁ
ÁŸc—ÍôßÁô®D0€õßÁl/Þ�ËôßÁ}\JɪõßÁ
˜ç LÌôßÁ¹¿¡ÍõßÁ ¹¥$ÍôßÁ ¤&è÷õßÁŒ9ðùËôßÁ4�œ¸�ößÁ¢•QŸÌôßÁS ¶ñ²DÍôßÁdqõ‘iößÁ �‰�…ÞôßÁ�ÍBQŽößÁ CÄñ~ÌôßÁ‚|zt·ößÁ
Ö‘._”ôßÁ•}³n�óßÁÖ‘._”ôßÁ„¦�‚>óßÁÖ‘._”ôßÁzÏk•dóßÁÖ‘._”ôßÁpøǨŠóßÁ�ø¡ü•ôßÁ.° e³óßÁRTv½’ôßÁr+ˆœÚóßÁ<ø��’ôßÁ2îp�ÿóßÁ<ø��’ôßÁ�ß%%ôßÁ<ø��’ôßÁ°æTIôßÁ<ø��’ôßÁ=ÅThoôßÁfT$;“ôßÁ�Ÿ{•ôßÁ<ø��’ôßÁ£+ûŽ»ôßÁ
<ø��’ôßÁ�@i¢áôßÁfT$;“ôßÁ•}³µ�õßÁ
<ø��’ôßÁ„¦�É-õßÁ<ø��’ôßÁÿº}ÜSõßÁ
<ø��’ôßÁõãÙïyõßÁ<ø��’ôßÁf!$� õßÁ
<ø��’ôßÁá5’�ÆõßÁ<ø��’ôßÁÖ^î)ìõßÁ
<ø��’ôßÁ̇J=�ößÁ<ø��’ôßÁ°¦P8ößÁ 2�uì•ôßÁØU�s`ößÁ ‘!«Ô’ôßÁêôä-ˆößÁ QT+D—ôßÁ�ŒGãößÁ
�sé¾JôßÁ•}³n�óßÁ�sé¾JôßÁ„¦�‚>óßÁ2'2¬=ôßÁÚ¯b{]óßÁ KǤ=ôßÁš‡�‚ƒóßÁ KǤ=ôßÁW?b>¬óßÁéÐ/µ<ôßÁ2�d¬ØóßÁ‰>†�LôßÁG8ƒ1�ôßÁ„ÙÏwHôßÁ�ß%%ôßÁ„ÙÏwHôßÁ�@)9KôßÁ„ÙÏwHôßÁ�i…LqôßÁ„ÙÏwHôßÁ•}ó_—ôßÁ„ÙÏwHôßÁÿº=s½ôßÁ
„ÙÏwHôßÁõ㙆ãôßÁyT•ËBôßÁp¦¦Ž'õßÁ
QK:À9ôßÁ*¦ÅäOõßÁ�Š±ì5ôßÁòTæëxõßÁ
^E%`5ôßÁ/3ç¢õßÁ„ÙÏwHôßÁ¸ÙÂúÇõßÁ
„ÙÏwHôßÁ3î0�îõßÁ„ÙÏwHôßÁ(�•!�ößÁ „ÙÏwHôßÁ�@é4:ößÁ „ÙÏwHôßÁ�iEH`ößÁ „ÙÏwHôßÁ’¡[†ößÁ �žBN7ôßÁ•Yî'°ößÁ
ÕÛÛ•ôóßÁÑ…�óßÁ²ìGþõóßÁZ¡©¾7óßÁ !#—•õóßÁ(Å+x�ôßÁ!#—•õóßÁ™�v‹DôßÁì¼#äóóßÁÿº‚ùiôßÁÂ�a™òóßÁ�îð�‘ôßÁ�ÆvïüóßÁÿhœÅ¶ôßÁ�ÆvïüóßÁõ‘øØÜôßÁ ˜LžNñóßÁm�3>rõßÁ
V‰�÷óßÁ·°�çšõßÁí¼#äóóßÁ·‡!MÁõßÁí¼#äóóßÁ°}çõßÁ ªù•ùóßÁ(Åës ößÁ V‰�÷óßÁ�@—43ößÁ V°FòóßÁÙBíYößÁ ì¼#äóóßÁé5îµ~ößÁ áz¿%ìóßÁ�È5)¥ößÁ
dýÔ÷¼óßÁ™�öO�óßÁdýÔ÷¼óßÁŽ+Rc6óßÁ,áÆJ¼óßÁõŒÊ¤hóßÁ,áÆJ¼óßÁëµ&¸ŽóßÁ,áÆJ¼óßÁ;�œ²óßÁÌc»°ºóßÁGJWàÐóßÁÌc»°ºóßÁ<s³óöóßÁÌc»°ºóßÁ·‡!��ôßÁÌc»°ºóßÁ(Åk�CôßÁÌc»°ºóßÁ�îÇ-iôßÁ
…»;2óßÁ™�6A•ôßÁ÷ø�•´óßÁ@€TµôßÁ
÷ø�•óßÁÿhÜgÛôßÁ”G�ºóßÁëµf© õßÁ
”G�ºóßÁáÞ¼3õßÁ”G�ºóßÁQ� ÐYõßÁ
Ìc»°ºóßÁ[ø^µsõßÁÌc»°ºóßÁQ!»È™õßÁ
Ìc»°ºóßÁÂ^�Ü¿õßÁÌc»°ºóßÁ=ssïåõßÁ
Ìc»°ºóßÁ2œÏ��ößÁ Ìc»°ºóßÁ(Å+�2ößÁ Ìc»°ºóßÁ�î‡)XößÁ ÷ø�•óßÁ��ä<~ößÁ =‹;ò»óßÁ�¦« ¤ößÁ�ò$AeóßÁËÄ°~ óßÁ�Cµ�móßÁ¶?\?FóßÁ•ü�åmóßÁ¬h¸RlóßÁ¯“ÝýkóßÁ¢‘�f’óßÁ¯“ÝýkóßÁÁ�t©›ºjóßÁo^a¼àóßÁt©›ºjóßÁd‡½Ï�ôßÁ t©›ºjóßÁF�ÒyôßÁ
t©›ºjóßÁÁ�@�ŸôßÁ �úöióßÁ˜º°j7õßÁ�úöióßÁ�øú}]õßÁ t©›ºjóßÁy5Ť©õßÁ
t©›ºjóßÁêr�¸ÏõßÁ t©›ºjóßÁZ°ÙÞ�ößÁ t©›ºjóßÁPÙ5òAößÁ t©›ºjóßÁF�’�hößÁ q… tpóßÁ;ºµü³ößÁ;ÒêÜ�óßÁa 6��óßÁ
yÆ\�"óßÁÿh\Ô7óßÁI×¾¢'óßÁõ‘¸ç]óßÁâ’CW%óßÁp¦&ûƒóßÁ
â’CW%óßÁ@Fù)�#óßÁ·‡aQÒóßÁ
Fù)�#óßÁ2œÏdøóßÁ¿5HM"óßÁëºÔ›�ôßÁ·^¤Ï óßÁ[ø�¯AôßÁ·^¤Ï óßÁÖ�•ÂgôßÁ·^¤Ï óßÁÌ5éÕ•ôßÁ·^¤Ï óßÁ<s3é³ôßÁ·^¤Ï óßÁ·‡¡üÙôßÁ�3•i*óßÁ°ý� >"†’!óßÁ�îG#&õßÁ
>"†’!óßÁ™�¶6LõßÁ>"†’!óßÁŽ+�JrõßÁ>"†’!óßÁ„Tn]õßÁ>"†’!óßÁz}Êp¾õßÁ>"†’!óßÁp¦&„äõßÁ >"†’!óßÁeÏ‚—ößÁ >"†’!óßÁ[øÞª0ößÁ >"†’!óßÁQ!;¾VößÁ >"†’!óßÁGJ—Ñ|ößÁ /]³(óßÁMóËJ£ößÁ
È•„ïÇòßÁ÷ÔÀä<óßÁ��Î.ÒòßÁXÃÌîlóßÁ
Rt•¨ÜòßÁ=�dä¯óßÁRt•�ÞòßÁÖµýÏÕóßÁ
�K9�ßòßÁ�ÀT¨�ôßÁq�X†ßòßÁ·0�êûóßÁ
s#mAÖòßÁHƒÒ³HôßÁ�”ªYÔòßÁ¤�UÄlôßÁ�ž�nÙòßÁ…•éÔ•ôßÁJѹ2ÚòßÁ…•iè¶ôßÁ
îA÷JØòßÁöʳûÜôßÁ ‘²4�ÞòßÁw�pŠ3õßÁ‘²4�ÞòßÁm>Ì•YõßÁ
Ù“¯OÚòßÁ q¿� õßÁ Έ¾yÛòßÁÿ�•ãvõßÁΈ¾yÛòßÁõ:éöœõßÁ �t•žÝòßÁz&{"çõßÁ
�t•žÝòßÁƒýÞåÂõßÁ s#mAÖòßÁ•d Ë3ößÁs#mAÖòßÁy{ÞYößÁ
s#mAÖòßÁ®éx™�ößÁ ¦`¼d×òßÁ>¬.Ý€ößÁïF3°‚òßÁÇs°*óßÁûS�xø‰òßÁŽ¦«P]óßÁ
Z&1x™òßÁ£Ù�\„óßÁZ&1Ì òßÁ�îGÀóßÁS'•T‰òßÁ£+»�èóßÁGPùÖ‡òßÁ°f¾ ôßÁGPùÖ‡òßÁ¸ÙÂÑ3ôßÁ=yUY†òßÁë�¶�WôßÁ”GŒˆòßÁQsÜ=yUY†òßÁ°&�¨ôßÁ=yUY†òßÁ¸Ù‚'ÎôßÁ=yUY†òßÁ2îð:ôôßÁ
~™e�•òßÁ£Ô«@�õßÁáJ¾‘•òßÁ£ÙÙ%(õßÁ
=yUY†òßÁ�i�ufõßÁ=yUY†òßÁ’aˆŒõßÁ
=yUY†òßÁzÏ«›²õßÁ=yUY†òßÁõã�¯ØõßÁ
=yUY†òßÁë�vÂþõßÁ=yUY†òßÁá5ÒÕ$ößÁ
=yUY†òßÁÖ^.éJößÁ ~™eé„òßÁ̇ŠüpößÁ =yUY†òßÁGœø�—ößÁ èÖ�Í„òßÁD„ŽÍ»ößÁsÌ]ÍPòßÁ(�ͱ�óßÁsÌ]ÍPòßÁ£+;ÅAóßÁ«1ÆR=òßÁ•i•�^óßÁ•(-áWòßÁ’áë•óßÁ•(-áWòßÁ�ßϱóßÁ‰z¥�WòßÁ™T×eÙóßÁ•£�šUòßÁpø�6üóßÁÂãfÅMòßÁá5Ò'&ôßÁô���NòßÁ[JÀ\HôßÁ
ô���NòßÁ=ÅÔTsôßÁô���NòßÁ2î0h™ôßÁ
ô���NòßÁ(�•{¿ôßÁô���NòßÁ�@éŽåôßÁ
é‘×mHòßÁ��õßÁkõy«QòßÁ’¡µ1õßÁ
kõy«QòßÁÿºýÈWõßÁkõy«QòßÁõãYÜ}õßÁ
kõy«QòßÁë�¶ï£õßÁkõy«QòßÁá5��ÊõßÁ
kõy«QòßÁ[J€�ðõßÁkõy«QòßÁQsÜ)�ößÁ kõy«QòßÁ°&=<ößÁ kõy«QòßÁ=Å”PbößÁ kõy«QòßÁ2îðcˆößÁ •• ºIòßÁ�|@x«ößÁ
¶Kàá÷ñßÁ�@®í�óßÁ˧A‡øñßÁ°}¦9óßÁG½r÷øñßÁ)œx�`óßÁ˧A‡øñßÁ��$Í…óßÁv7¼ñõñßÁ�Jöó«óßÁ«‡ «‡ ]Ç6úõñßÁ’¡1%ôßÁ
R�†§õñßÁ¥�•ŸJôßÁŽ™lºõñßÁ¸±ç�tôßÁ
HkÕTõñßÁý‡½Ê—ôßÁÍ•ª÷ñßÁsÅAB½ôßÁ
o•ZÂôñßÁ´DýèäôßÁ*L¡•úñßÁßÙc“�õßÁ
š��»úñßÁÕ�À¦'õßÁ½�•jøñßÁšRC£LõßÁ
07�€÷ñßÁÀTxÍsõßÁñ"÷•õñßÁîYvœõßÁ
&‰j-÷ñßÁ¡ø•¡¿õßÁÑ�å—ôñßÁp}sJèõßÁ
�Û¹ÚöñßÁ[ø���ößÁ�-ˆöñßÁxÅãˆ1ößÁ &‰j-÷ñßÁ\¦8×ZößÁ &‰j-÷ñßÁg+ö••ößÁ 1g];öñßÁu�6q¬ößÁ
Ãi•W·ñßÁ=�d1�óßÁÃi•W·ñßÁ2EÀD<óßÁ
T²¹�ÀñßÁ(n�uróßÁT²¹�ÀñßÁ�—xˆ˜óßÁT²¹�ÀñßÁÂ�vl¼óßÁº� ѽñßÁ(n\�äóßÁº� ѽñßÁ„ýžÒ�ôßÁø"÷£¿ñßÁ=�dº1ôßÁ
�KP'ñßÁz&»ªGôßÁ)Ð{�µñßÁQÊkÔmôßÁ)Ð{�µñßÁÂ�¶ç“ôßÁ)Ð{�µñßÁ·0�û¹ôßÁ)Ð{�µñßÁ2E€�àôßÁ
º� ѽñßÁ(nÜ>�õßÁÄïCd¿ñßÁ™«&R<õßÁ
ÄïCd¿ñßÁ�À”ebõßÁÄïCd¿ñßÁéðxˆõßÁ
ÄïCd¿ñßÁz&;Œ®õßÁÄïCd¿ñßÁõ:©ŸÔõßÁ
ÄïCd¿ñßÁëc�³úõßÁ3§�£¶ñßÁàŒa©�ößÁ3§�£¶ñßÁÖµ½¼6ößÁ 3§�£¶ñßÁÌÞ�Ð\ößÁ 3§�£¶ñßÁGó‡ã‚ößÁ "¡8ƒÁñßÁ8I_ë¶ößÁ
ʺŠ�xñßÁ(�ͱ�óßÁʺŠ�xñßÁ£+;ÅAóßÁʺŠ�xñßÁ�i…ØgóßÁʺŠ�xñßÁ’áë•óßÁʺŠ�xñßÁ�ßϱóßÁ2!qÍuñßÁzÏ«÷×óßÁ2!qÍuñßÁpø�6üóßÁn+ÈŸwñßÁ(�Í�'ôßÁn+�ûsñßÁ̇?KôßÁ2!qÍuñßÁ=ÅÔTsôßÁ2!qÍuñßÁ2î0h™ôßÁ2!qÍuñßÁ(�•{¿ôßÁ
2!qÍuñßÁ�@éŽåôßÁ2!qÍuñßÁ�iE¢�õßÁ
<ø�`wñßÁ’¡µ1õßÁ<ø�`wñßÁÿºýÈWõßÁ
<ø�`wñßÁõãYÜ}õßÁ<ø�`wñßÁë�¶ï£õßÁ
<ø�`wñßÁá5��ÊõßÁ<ø�`wñßÁ[J€�ðõßÁ
<ø�`wñßÁQsÜ)�ößÁ <ø�`wñßÁ°&=<ößÁ <ø�`wñßÁ=Å”PbößÁ <ø�`wñßÁ2îðcˆößÁ ô3� yñßÁ�•³Ö«ößÁ•ž²V�ñßÁÜøëà�óßÁ•ž²V�ñßÁ“¡®T?óßÁºÁ³\'ñßÁºÏò¤_óßÁ
¯-&�!ñßÁ‡Ê®„óßÁÎ78 ,�…Ö"ñßÁù ,PÑóßÁ
7±5)#ñßÁS��éôóßÁÑåš]�ñßÁ¦º®²%ôßÁ
±Ûˆe�ñßÁ�J�óNôßÁÜ“K°�ñßÁ×5{6rôßÁæAü��ñßÁHsÅI˜ôßÁ
�ú¾M ñßÁ2îp¾ôßÁàhÒ-ñßÁ�ß�äôßÁ
Ž…yr)ñßÁ°}��õßÁsÛ5é"ñßÁ�îÇ%(õßÁ
½•,%ñßÁ™�69NõßÁ^•ÔC"ñßÁŽ+’LtõßÁ
!~ÇÃ#ñßÁÿhÜ_šõßÁ×»ò€!ñßÁ„+ûÅÀõßÁ
�"f�#ñßÁp¦¦†æõßÁ%•�3"ñßÁføp��ößÁ
ð� • ñßÁ\!Í�;ößÁ »²,ø�ñßÁqT;*bößÁ æjïB ñßÁ°æò†ößÁ íÐ�c"ñßÁ�•Ga¥ößÁ
M'\Z™õßÁÌh\�cóßÁ¥’îE™õßÁ†“1”¯óßÁo& 2˜õßÁ•ÔÂ�ÕóßÁ _ºOR–õßÁÊC�¬KôßÁ ÆÛþ÷—õßÁ£sàÍœôßÁ UþåKšõßÁuسÍ�õßÁ
ÿ�)Z—õßÁ¼Ø|Ê+õßÁ k•a§“õßÁÁù:œwõßÁ Šúgé˜õßÁÁË{µ‹ößÁ ÉĮؕõßÁz×_•¬ößÁt��$$õßÁkj™¡‘ößÁ
ü6ù� õßÁÂ8-�oößÁn+È&%õßÁ̇JJõßÁ
tâ}¾÷óßÁgT©Þ_óßÁÊ®¶›ùóßÁáº}QƒóßÁÚ((^üóßÁõ‘øU«óßÁ
¤ˆlæöóßÁ뺔�ÒóßÁ¤ˆlæöóßÁ£Ù™0÷óßÁ t©›ºjóßÁo^!ÒRôßÁ €€ÿ�lóßÁF�R«ÅôßÁ
€€ÿ�lóßÁF�R«ÅôßÁ /DóájóßÁd‡=`�õßÁ �Lü�góßÁ¬h8K•õßÁ t©›ºjóßÁÁ�ÀåôõßÁ�´•àËòßÁr;Õ�óßÁ �ûDAd2™L&ì@
À��ÞøóßÁ—ÏõL'õßÁ0N•åÿóßÁ™�6»MõßÁ
ÅaNèóßÁ°&ˆ�õßÁ
Šì[pnóßÁo^! ëôßÁ ú”-9jóßÁ�ÏÞ••ößÁ øî�ùÞòßÁ°�P…¨ößÁÐ8Þ¾kóßÁ'}&2+ôßÁ
Rt•¨ÜòßÁ[¡�c‰óßÁjM5�ößÁ•ŽG�óßÁ��æ�ößÁ�ðæúIóßÁyÏz�ößÁùxË?_óßÁ“\Á�ößÁ•C8€óßÁ�ùû�ößÁNBϹ«óßÁU�j�ößÁ‘�b_ÐóßÁyÏz�ößÁKœ�²úóßÁ�jü�ößÁ©p%”3ôßÁB´é�ößÁ·šÒBXôßÁU�j�ößÁ0hGM€ôßÁèH•�ößÁQ�…]¥ôßÁû;å�ößÁjµâeµôßÁ
¶0x�ößÁ¹Æ•ÂÝôßÁ+�í�ößÁ¢cEç�õßÁ
¶0x�ößÁŽ^þV)õßÁ��§�ößÁ�•�…RõßÁ
“\Á�ößÁÿ›È}uõßÁ�½Ú�ößÁ_ÈØa§õßÁ
•æQ�ößÁCkëÈÀõßÁ7Ͳ�ößÁ‰�Ó`ùõßÁ
s§Ð�ößÁz0�ø!ößÁ O�{�ößÁ«ÛF÷FößÁ [<÷�ößÁFv�yoößÁ Û‰9�ößÁÔtÓœ•ößÁ 7Õ��ößÁŽuZò¨ößÁ
”j6ôßÁþÝ�ÛäòßÁ`ÁîóßÁþÝ�ÛäòßÁu�>4ôßÁ¼aŽ2õòßÁÕU�ëóßÁ]#�–ÏïßÁÿ�”½î÷ßÁ
|ÿ3ø*ößÁÅg—:�òßÁ
ßÁ¼"´/µ÷ßÁ
Qö-Ž,ößÁÀñ•(
ßÁa�´Åœ÷ßÁ
™Í÷ßÁ
ßÁ�À^v®óßÁßÁ�À^“¾óßÁßÁ™3 ²óßÁßÁ�ézá¿óßÁßÁ�À^“¾óßÁ
ßÁ�ézá¿óßÁßÁ�À^“¾óßÁ
¬��gôßÁ���)}óßÁ ßÁ"nfE½óßÁßÁ“«p“¾óßÁßÁZŠt?³óßÁßÁ“«p“¾óßÁßÁE£1}½óßÁ
¡ðßÁE£1}½óßÁ
ßÁ"nf(óßÁßÁ“«p“¾óßÁßÁ��2 ²óßÁßÁ‰ÔŒá¿óßÁ
ßÁ‰ÔŒá¿óßÁ�
Ë�ãËHõßÁõRå,¿óßÁ
|ØïßÁ°xµÆÚóßÁW|ïßÁ-·T‹ÓóßÁb>ïßÁ=¿XãÙóßÁY×ïßÁ!¶ÿÙW|ïßÁžôžžùóßÁb>ïßÁ®ü¢öÿóßÁŸ×ïßÁ)��&ôßÁW|ïßÁ� ²�ôßÁb>ïßÁ)��&ôßÁ|ØïßÁ’óÉW|ïßÁ�2iÅEôßÁb>ïßÁ�:m�LôßÁòÙïßÁ�1��sôßÁW|ïßÁ•o³ØkôßÁb>ïßÁ•w·0rôßÁ¨ÙïßÁ}E‚'™ôßÁW|ïßÁúƒ!ì‘ôßÁb>ïßÁŒ%D˜ôßÁòÙïßÁsnÞ:¿ôßÁW|ïßÁð¬}ÿ·ôßÁb>ïßÁòÙïßÁi—:NåôßÁW|ïßÁæÕÙ�ÞôßÁb>ïßÁöÝÝjäôßÁòÙïßÁ^À–a�õßÁW|ïßÁÛþ5&�õßÁb>ïßÁë�:~õßÁY×ïßÁTéòt1õßÁW|ïßÁÑ'’9*õßÁb>ïßÁá/–‘0õßÁòÙïßÁJ�OˆWõßÁW|ïßÁÇPîLPõßÁb>ïßÁ×Xò¤VõßÁòÙïßÁ@;«›}õßÁW|ïßÁ½yJ`võßÁb>ïßÁÍ•N¸|õßÁ¨ÙïßÁ5d�¯£õßÁW|ïßÁ²¢¦sœõßÁb>ïßÁªªË¢õßÁY×ïßÁ+•cÂÉõßÁW|ïßÁ¨Ë�‡ÂõßÁb>ïßÁ¸Ó�ßÈõßÁòÙïßÁ!¶¿ÕïõßÁW|ïßÁžô^šèõßÁb>ïßÁ®übòîõßÁòÙïßÁ�ß�é�ößÁW|ïßÁ”�»�ößÁb>ïßÁ¤%¿��ößÁ¨ÙïßÁ’ó‰ü;ößÁW|ïßÁ�2)Á4ößÁb>ïßÁ�:-�;ößÁ¨ÙïßÁ‡�æ�bößÁW|ïßÁ�[…ÔZößÁb>ïßÁ�c‰,aößÁòÙïßÁøY0#ˆößÁW|ïßÁu˜Ïç€ößÁb>ïßÁ… Ó?‡ößÁ¨ÙïßÁsnž6®ößÁW|ïßÁð¬=û¦ößÁb>ïßÁòÙïßÁi—úIÔößÁW|ïßÁæÕ™�ÍößÁb>ïßÁöÝ•fÓößÁòÙïßÁÙÔD]úößÁW|ïßÁV�ä!óößÁb>ïßÁf�èyùößÁ¨ÙïßÁTé²p ÷ßÁW|ïßÁÑ'R5�÷ßÁb>ïßÁá/V•�÷ßÁ¨ÙïßÁJ��„F÷ßÁW|ïßÁÇP®H?÷ßÁb>ïßÁ×X² E÷ßÁ¨ÙïßÁºOY—l÷ßÁW|ïßÁ7Žø[e÷ßÁb>ïßÁG–ü³k÷ßÁ¨ÙïßÁ5dǪ’÷ßÁW|ïßÁ²¢fo‹÷ßÁb>ïßÁªjÇ‘÷ßÁÌðîßÁ¨t³š×óßÁÌðîßÁ�²ýýóßÁÌðîßÁ”ÆkÁ#ôßÁÌðîßÁŠïÇÔIôßÁÌðîßÁú,�èoôßÁZòîßÁuA€û•ôßÁÌðîßÁkjÜ�¼ôßÁÌðîßÁa“8"âôßÁÌðîßÁV¼”5�õßÁÌðîßÁLåðH.õßÁÌðîßÁB�M\TõßÁÌðîßÁ87©ozõßÁZòîßÁ-`�ƒ õßÁÌðîßÁ#‰a–ÆõßÁÌðîßÁ�²½©ìõßÁÌðîßÁ�Û�½�ößÁZòîßÁŠï‡Ð8ößÁZòîßÁ•�äã^ößÁÌðîßÁðU.÷„ößÁZòîßÁkjœ«ößÁÌðîßÁa“ø�ÑößÁÌðîßÁÑÐB1÷ößÁÌðîßÁLå°D�÷ßÁZòîßÁB� XC÷ßÁZòîßÁ²KWki÷ßÁZòîßÁ-`Å~•÷ßÁ×ôßÁmî8æèóßÁÖôßÁ3•ÈÇ�ôßÁÖôßÁþ†ÔŸ4ôßÁÖôßÁ%dƒ [ôßÁÖôßÁ‹ï�¾•ôßÁÑôßÁa“x}ÍôßÁÔôßÁDæ\G˜ôßÁÔôßÁ#å"ÛôôßÁÒôßÁ�•• �õßÁÓôßÁ<‘k'?õßÁÖôßÁ-`�sbõßÁÖôßÁ#‰a†ˆõßÁÖôßÁ”Æ«¨ÖõßÁÕôßÁÇW/L¥õßÁÓôßÁ”Æ«}ûõßÁÓôßÁ:��F%ößÁÕôßÁªúî`ößÁÕôßÁ‘'ÐùößÁÔôßÁÓTD�–ößÁÕôßÁ´#'åh÷ßÁÕôßÁ/8•øŽ÷ßÁ�7Æ•q!Ü@ÕôßÁbkÈ,D÷ßÁÓôßÁž••-÷ßÁÓôßÁ²K×¥�÷ßÁÕôßÁLå0BàößÁÕôßÁ®¦�m<ößÁ�ðßÁ”Æ«¾êóßÁ�ðßÁŠï�Ò�ôßÁ�ðßÁ��vå6ôßÁ�ðßÁuAÀø\ôßÁ�ðßÁkj��ƒôßÁ�ðßÁmBlÅ™ôßÁ�ðßÁÛ§æ2ÏôßÁ�ðßÁLå0FõôßÁ�ðßÁÇùžY�õßÁ�ðßÁ½"ûlAõßÁ�ðßÁ³KW€gõßÁ�ðßÁ¨t³“•õßÁ�ðßÁ%añL¤õßÁ�ðßÁ”ÆkºÙõßÁ�ðßÁŠïÇÍÿõßÁ�ðßÁ•�$á%ößÁ�ðßÁ•ðsš<ößÁ�ðßÁò-¾bößÁ�ðßÁa“8�˜ößÁ�ðßÁbkˆÔ®ößÁ�ðßÁLåðAäößÁ�ðßÁB�MU÷ßÁ�ðßÁ½"»h0÷ßÁ�ðßÁ´#ç!G÷ßÁ�ðßÁªLC5m÷ßÁ�ðßÁ%a±H“÷ßÁ›ôßÁ°xõüÚóßÁ›ôßÁ¦¡Q��ôßÁ›ôßÁ!¶¿#'ôßÁ›ôßÁ’ó7MôßÁ›ôßÁ��xJsôßÁ•ôßÁú,Ò1–ôßÁ›ôßÁsn�q¿ôßÁ›ôßÁî‚Œ„åôßÁ›ôßÁã«è—�õßÁ›ôßÁTé2«1õßÁ›ôßÁÏý ¾WõßÁ›ôßÁÅ&ýÑ}õßÁŠôßÁÿñ`©ŸõßÁ›ôßÁ°xµøÉõßÁ›ôßÁ¦¡��ðõßÁ›ôßÁœÊm��ößÁ•ôßÁŠïÇ�9ößÁ•ôßÁ•�$�_ößÁ›ôßÁê´Ú�ŠößÁ‹ôßÁ��ŽAößÁžôßÁ~µT×ÕößÁ›ôßÁ�å•ûößÁ›ôßÁ‚§Ï¿"÷ßÁ•ôßÁ�ÛÙë@÷ßÁ•ôßÁŠïGÿf÷ßÁ•ôßÁú,’�•÷ßÁMôßÁ¦¡Ñ¼ÜóßÁMôßÁœÊ-Ð�ôßÁMôßÁ’ó‰ã(ôßÁMôßÁ‡�æöNôßÁMôßÁi—ú0ÁôßÁMôßÁ^ÀVDçôßÁMôßÁ@;k~YõßÁPôßÁ°x5¥¥õßÁMôßÁ!¶•¸ËõßÁMôßÁ�ßÛËñõßÁMôßÁ’óIß�ößÁPôßÁTé2P;ößÁPôßÁ!¶¿´bößÁMôßÁsn^�ŠößÁPôßÁ㫨,°ößÁMôßÁ^À�@ÖößÁMôßÁTérSüößÁMôßÁJ�Ïf"÷ßÁPôßÁ@;+zH÷ßÁPôßÁ5d‡•n÷ßÁPôßÁ+•ã ”÷ßÁ�ôßÁ�ÊιÞóßÁ�ôßÁ‡Þ<Í�ôßÁ�ôßÁ9ËŽ0.ôßÁ�ôßÁ5–píTôßÁ�ôßÁhYQ�wôßÁôßÁî§«Ï ôßÁôßÁº�p™ÈôßÁôßÁ›ŒÄ,îôßÁ�ôßÁhY‘L�õßÁ�ôßÁ^‚í_<õßÁôßÁ*Oz{[õßÁôßÁ xÖŽ•õßÁ ôßÁº�0•«õßÁôßÁ�ÊŽµÍõßÁôßÁÄè“‘÷õßÁôßÁº�ð¤�ößÁ�ôßÁ xÖá@ößÁ�ôßÁ�¡2õfößÁôßÁ�ÊŽ�•ößÁ�ôßÁ�óê�³ößÁôßÁ÷�G/ÙößÁôßÁr0µBÿößÁôßÁãmÿU%÷ßÁ�ôßÁÙ–[iK÷ßÁ�ôßÁS«É|q÷ßÁ�ôßÁIÔ%•—÷ßÁÁóßÁH–¼ª×óßÁ¾óßÁ¿IÚb�ôßÁÂóßÁù�¥�(ôßÁ¾óßÁbЗsMôßÁÁóßÁÛý"HsôßÁ¾óßÁ×X²°šôßÁ¾óßÁŒ¥7¿ôßÁÀóßÁ«›�óæôßÁÁóßÁá/�± õßÁÀóßÁöÝ•Å{õßÁÀóßÁë�úØ¡õßÁÀóßÁf�hìÇõßÁÀóßÁ�cIÈñõßÁÀóßÁ•w·Û�ößÁÀóßÁ… �ï=ößÁÀóßÁ{Éo�dößÁÀóßÁpòË�ŠößÁÀóßÁf�()°ößÁÀóßÁ\D„<ÖößÁÀóßÁRmàOüößÁÀóßÁG–<c"÷ßÁÀóßÁ=¿˜vH÷ßÁÀóßÁ3èô‰n÷ßÁÀóßÁ)�Q•”÷ßÁqóßÁ… SsÛóßÁtóßÁ{ɯ†�ôßÁtóßÁöÝ�š'ôßÁtóßÁf�hMôßÁtóßÁ\DÄÀsôßÁtóßÁ×X2Ô™ôßÁtóßÁH–|ç¿ôßÁvóßÁ\�ð$çôßÁvóßÁ¸ÓF��õßÁvóßÁ®ü¢!2õßÁvóßÁ�:í4XõßÁvóßÁ™N[H~õßÁvóßÁ•w·[¤õßÁvóßÁ… �oÊõßÁvóßÁ{Éo‚ðõßÁvóßÁpòË•�ößÁvóßÁf�(©<ößÁvóßÁ\D„¼bößÁvóßÁRmàψößÁvóßÁÍ•Nã®ößÁvóßÁ=¿˜öÔößÁvóßÁ3èôûößÁvóßÁ®üb�!÷ßÁvóßÁ�:0G÷ßÁvóßÁ�cDm÷ßÁvóßÁ•wwW“÷ßÁ"óßÁæÕYŒÖóßÁ"óßÁ`êÇŸüóßÁ"óßÁV�$³"ôßÁ"óßÁÇPnÆHôßÁ"óßÁBeÜÙnôßÁ"óßÁ8Ž8í”ôßÁ"óßÁ-·”$óßÁ? �XáôßÁ$óßÁ�M'�õßÁ$óßÁ”�»:-õßÁ$óßÁ�[�NSõßÁ$óßÁúƒaayõßÁ$óßÁu˜ÏtŸõßÁ$óßÁæÕ�ˆÅõßÁ$óßÁÛþu›ëõßÁ$óßÁV�ä®�ößÁ$óßÁL<@Â7ößÁ$óßÁ½yŠÕ]ößÁ$óßÁ8ŽøèƒößÁ$óßÁ-·Tü©ößÁ$óßÁžôž�ÐößÁ$óßÁ� #öößÁ$óßÁ�2i6�÷ßÁ$óßÁ•o³IB÷ßÁÙòßÁu˜O�ÕóßÁÙòßÁkÁ«.ûóßÁÙòßÁæÕ�B!ôßÁÙòßÁV�dUGôßÁÙòßÁL<ÀhmôßÁÙòßÁÇP.|“ôßÁÙòßÁ8Žx•¹ôßÁÜòßÁ¶GדÞôßÁÜòßÁ¨ËB¶�õßÁÜòßÁžôžÉ+õßÁÜòßÁ�2éÜQõßÁÜòßÁ‰FWðwõßÁÛòßÁ•o³�žõßÁÜòßÁu˜��ÄõßÁÜòßÁkÁk*êõßÁÜòßÁ`êÇ=�ößÁÛòßÁV�$Q6ößÁÛòßÁL<€d\ößÁÜòßÁBeÜw‚ößÁÛòßÁ½yJ‹¨ößÁÜòßÁ-·”žÎößÁÜòßÁ#àð±ôößÁÛòßÁžô^Å�÷ßÁÛòßÁ�2©Ø@÷ßÁÛòßÁ�[�ìf÷ßÁÛòßÁ•osÿŒ÷ßÁ“òßÁu˜O�ÕóßÁ”òßÁæÕ�B!ôßÁ“òßÁL<ÀhmôßÁ”òßÁ8Žx•¹ôßÁ–òßÁúƒáCÛôßÁ–òßÁ¨ËB¶�õßÁ–òßÁžôžÉ+õßÁ–òßÁu˜��ÄõßÁ–òßÁ`êÇ=�ößÁ–òßÁV�$Q6ößÁ–òßÁBeÜw‚ößÁ–òßÁ-·”žÎößÁ–òßÁ#àð±ôößÁ–òßÁžô^Å�÷ßÁ–òßÁ�2©Ø@÷ßÁ–òßÁ�[�ìf÷ßÁ–òßÁ•osÿŒ÷ßÁFòßÁ¨Ë�°ÓóßÁFòßÁ#àpÃùóßÁOòßÁ)�Ñ.&ôßÁOòßÁ™N�BLôßÁOòßÁ�c‰UrôßÁOòßÁŒåh˜ôßÁGòßÁ-·”JòßÁkÁë´ÜôßÁJòßÁ�M'�õßÁJòßÁ”�»:-õßÁJòßÁ�[�NSõßÁJòßÁúƒaayõßÁVòßÁ… ÓÌ¥õßÁJòßÁæÕ�ˆÅõßÁJòßÁÛþu›ëõßÁRòßÁf�è��ößÁRòßÁ\DD�>ößÁRòßÁÍ•Ž-dößÁVòßÁH–ü@ŠößÁVòßÁ=¿XT°ößÁRòßÁ®ü¢gÖößÁRòßÁ)��{üößÁRòßÁ�:mŽ"÷ßÁRòßÁ•w·¡H÷ßÁRòßÁŒ%µn÷ßÁVòßÁ�òßÁ¨t³aüóßÁ�òßÁü�"�àôßÁ�òßÁªLƒˆõßÁ òßÁkj�ý/õßÁ�òßÁ‹Ç—Â|õßÁ�òßÁbk���ößÁòßÁÓ¨�Ð_ößÁ�òßÁ�Š ¹«ößÁ�òßÁmBlº„ößÁ�òßÁbkˆµ�÷ßÁ�òßÁ%a1„ùößÁ�òßÁmB¬�ÑößÁòßÁ�³éªE÷ßÁòßÁ�ÜE¾k÷ßÁòßÁ•ð³Ñ‘÷ßÁ´ñßÁ-·”²ÕóßÁµñßÁ¨Ë�ÆûóßÁµñßÁ-·”ô�ôßÁ¶ñßÁʳÚzPôßÁ´ñßÁ0��s{ôßÁ³ñßÁúƒa�”ôßÁµñßÁð¬½*¹ôßÁ·ñßÁð¬}·ÞôßÁºñßÁYv�¸�õßÁ¹ñßÁ-·”X*õßÁ¹ñßÁžôÞkPõßÁ¹ñßÁ�2©’œõßÁ}ñßÁ®ü¢{ÝóßÁ}ñßÁ¤%ÿŽ�ôßÁ€ñßÁ)�‘½$ôßÁ{ñßÁ¤%ÿÐJôßÁzñßÁ… �ÉuôßÁzñßÁ¿�zŒ˜ôßÁzñßÁªêéÁôßÁzñßÁöÝ•€æôßÁ|ñßÁ¸ÓF��õßÁ|ñßÁ®ü¢!2õßÁ|ñßÁ�:í4XõßÁ|ñßÁ™N[H~õßÁ}ñßÁ•w·[¤õßÁ|ñßÁ… �oÊõßÁ|ñßÁ{Éo‚ðõßÁ•ñßÁpòË•�ößÁzñßÁf�(©<ößÁ|ñßÁRmàψößÁzñßÁ=¿˜öÔößÁzñßÁ3èôûößÁzñßÁ®üb�!÷ßÁzñßÁ�:0G÷ßÁzñßÁ�cDm÷ßÁ|ñßÁ•wwW“÷ßÁ1ñßÁ®ü¢{ÝóßÁ1ñßÁ¤%ÿŽ�ôßÁ5ñßÁ)�‘½$ôßÁ5ñßÁ¤%ÿÐJôßÁ3ñßÁ��R$rôßÁ3ñßÁ.0Nü–ôßÁ-ñßÁ®ü"ÌÄôßÁ/ñßÁöÝ•€æôßÁ0ñßÁ¸ÓF��õßÁ0ñßÁ®ü¢!2õßÁ0ñßÁ�:í4XõßÁ0ñßÁ™N[H~õßÁ4ñßÁ•w·[¤õßÁ0ñßÁ… �oÊõßÁ0ñßÁ{Éo‚ðõßÁ4ñßÁpòË•�ößÁ4ñßÁf�(©<ößÁ4ñßÁ\D„¼bößÁ4ñßÁRmàψößÁ4ñßÁÍ•Nã®ößÁ4ñßÁ=¿˜öÔößÁ4ñßÁ3èôûößÁ4ñßÁ®üb�!÷ßÁ4ñßÁ�:0G÷ßÁ4ñßÁ�cDm÷ßÁ4ñßÁ•wwW“÷ßÁíðßÁ+•ãíÜóßÁíðßÁ¦¡Q��ôßÁæðßÁ#‰á�!ôßÁæðßÁ�²=�GôßÁäðßÁ•�d�rôßÁäðßÁðU®"˜ôßÁäðßÁa“8«¾ôßÁãðßÁkjÜÆâôßÁåðßÁ-`…T�õßÁìðßÁ°xõ“1õßÁåðßÁ�²={TõßÁåðßÁ�Û™ŽzõßÁåðßÁŠï�¢ õßÁåðßÁú,RµÆõßÁåðßÁuAÀÈìõßÁåðßÁkj�Ü�ößÁåðßÁÛ§fï8ößÁåðßÁV¼Ô�_ößÁåðßÁLå0�…ößÁåðßÁB�•)«ößÁåðßÁ87é<ÑößÁåðßÁ-`EP÷ößÁåðßÁ#‰¡c�÷ßÁåðßÁ�²ývC÷ßÁåðßÁ�ÛYŠi÷ßÁåðßÁ��¶••÷ßÁ£ðßÁ®ü¢{ÝóßÁ£ðßÁ¤%ÿŽ�ôßÁ£ðßÁ)�‘½$ôßÁ£ðßÁ¤%ÿÐJôßÁ¡ðßÁ… �ÉuôßÁ¡ðßÁ{ÉoÜ›ôßÁžðßÁ�:ý¿ôßÁ ðßÁöÝ•€æôßÁ¢ðßÁ¸ÓF��õßÁ¢ðßÁ®ü¢!2õßÁ¢ðßÁ�:í4XõßÁ¢ðßÁ™N[H~õßÁ¢ðßÁ•w·[¤õßÁ¢ðßÁ… �oÊõßÁ¢ðßÁ{Éo‚ðõßÁ¡ðßÁt!�Ñ�ößÁ£ðßÁØÃŽ6<ößÁ¢ðßÁþïµ¢ðßÁþm效ößÁ¢ðßÁ,ò¤B®ößÁ¢ðßÁç�û®ÔößÁ¢ðßÁ�ˆ¹qúößÁ¢ðßÁÓC‰ ÷ßÁ¢ðßÁÂä™õF÷ßÁ¢ðßÁ}öïam÷ßÁ¡ðßÁ#gèh“÷ßÁOðßÁ¨Ë‚²ÕóßÁOðßÁ#àðÅûóßÁWðßÁ¸Ó†L#ôßÁWðßÁ®üâ_IôßÁYðßÁ�cXtôßÁYðßÁ… SkšôßÁSðßÁ=¿�[ÃôßÁUðßÁVðßÁVðßÁöÝ]ð0õßÁVðßÁë�º�WõßÁVðßÁá/��}õßÁZðßÁ×Xr*£õßÁVðßÁÍ•Î=ÉõßÁVðßÁª*QïõßÁVðßÁ=¿˜d�ößÁVðßÁ®üâw;ößÁVðßÁ¤%?‹aößÁZðßÁ�:ž‡ößÁZðßÁ•w÷±ößÁVðßÁŒeÅÓößÁVðßÁVðßÁpò�ì�÷ßÁVðßÁë�zÿE÷ßÁVðßÁá/Ö�l÷ßÁ°ñßÁ �êzÐõßÁ´ñßÁ†•‹nêõßÁµñßÁ4÷zž�ößÁ´ñßÁ£¢;9ößÁµñßÁbZ�ÿ[ößÁ²ñßÁŒä÷.•ößÁ±ñßÁ•µå¸¦ößÁµñßÁDÁŠÐößÁ¸ñßÁ÷ì£��÷ßÁ·ñßÁ¨;Õ_�÷ßÁµñßÁÛþµy<÷ßÁ³ñßÁ�yŸ†f÷ßÁµñßÁKÛ/EŒ÷ßÁ#óßÁ�¢û™Œ÷ßÁ!óßÁá?kÛf÷ßÁ»ñßÁ�¾q‡…õßÁKôßÁ@;«é‚õßÁKôßÁ¦¡Qú6õßÁKôßÁ’ó‰��õßÁKôßÁ’ó‰��õßÁPôßÁ‡�f™™ôßÁKôßÁ@;ë�zôßÁ¹óßÁàX!G*õßÁÁóßÁöÝ]fVõßÁ‘òßÁ-·�vúóßÁ“òßÁ”�»œFôßÁ’òßÁ�[…Ã’ôßÁ“òßÁL<•òßÁæÕ™�[ößÁ‘òßÁ�2iR›õßÁ’òßÁ-·�–PõßÁ�òßÁ´#çà9ößÁ�òßÁ´#çà9ößÁ�òßÁÑÐBpÕõßÁòßÁ–ž{Õ õßÁ�òßÁÝ•6À%ôßÁzñßÁá/�è¬ößÁ|ñßÁöÝ]Á`ößÁ—òßÁÑ'’•êõßÁ�òßÁ/8•�KôßÁ�òßÁ½";ã‚ôßÁ”òßÁ#àð1wõßÁ�òßÁæ~ʵ×óßÁ�òßÁ•ðs†–ôßÁ�òßÁ9�9j»ôßÁ�òßÁ�³ékTõßÁ�òßÁÉÑîãêõßÁõßÁá^-ØóßÁõßÁ(<6ÇýóßÁõßÁ’+��%ôßÁõßÁ�3[RKôßÁõßÁþ�NdrôßÁõßÁãôÛãôßÁõßÁ_ë9³õßÁõßÁ×v�•.õßÁõßÁÈx�AUõßÁõßÁ=Y9 |õßÁõßÁ¦;ð—£õßÁõßÁªõßÁ'<öÂìõßÁõßÁ ¼@l�ößÁõßÁ•ã�ë7ößÁõßÁ�•àb_ößÁõßÁþÒQC…ößÁõßÁf›Þ ößÁõßÁðeskÐößÁõßÁáMf}÷ößÁõßÁÐBn\�÷ßÁõßÁÃD‹�E÷ßÁõßÁÙÛ„#z÷ßÁõßÁ8¶©€ ÷ßÁ
õßÁ-p¹–ôßÁõßÁ0Š4Ó¼ôßÁßÁAòTÁ¾óßÁ
ßÁAòTÁ¾óßÁóßÁíô0áºóßÁóßÁ|-c�»óßÁ
fõßÁž]ô�~øßÁ
Çô-,+ïßÁ•“nÀ¦òßÁ
ßÁ‘N‹µLøßÁ
‘6Vx,ïßÁ‰�u®—øßÁ
ßÁ�>‹K4øßÁ
�eøßÁ
700
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
CANTILEVER STRUCTURE
SPAN STRUCTURE
NOTES:
(SEE NOTE 6)
VERTICAL CLEARANCE
END POLE WIRE INLET (TYPICAL). SEE NOTE 1.
GUARDRAIL
SPAN LENGTH
HIGHEST POINT IN ROADWAY
1’-0" MIN.
POLE
POLE ARM CONNECTION
1 1/2 " DIAMETER WIRE INLETS
INSTALL ON SIDE OPPOSITE TRAFFIC.
1 1/2 " DIAMETER WIRE INLET
AT CENTERLINE OF SIGN PANEL,
BEHIND FIRST SIGN ONLY.
GUARDRAIL
HIGHEST POINT IN ROADWAY
WIRE INLET (TYPICAL).
END POLE
GUARDRAIL
A. ON SPAN STRUCTURES ON THE FRONT LEG OF END POLE 12" BELOW BOTTOM CHORD.
B. ON CANTILEVER STRUCTURES ON POLE 12" BELOW BOTTOM CHORD.
C. ON SPAN STRUCTURES BELOW BOTTOM CHORD AT CENTERLINE BEHIND
FIRST SIGN PANEL FROM EACH END POLE.
2. ALL UNUSED WIRE INLETS SHALL BE CAPPED WATER TIGHT.
AND TOP OF PEDESTAL.
4. NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF BASE PLATE
SIGN PANEL FROM POLE.
D. ON CANTILEVER STRUCTURES BELOW BOTTOM CHORD AT CENTERLINE BEHIND FIRST
SEE SHEET 3 OF 7
SEE SHEET 2 OF 7
SEE SHEET 3 OF 7
4" X 8" MINIMUM
HAND HOLE AND COVER
4" X 8" MINIMUM.
HAND HOLE AND COVER
EDGE OF SHOULDER
1. 1 �" DIAMETER WIRE INLETS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS:
4" X 8" MINIMUM
HAND HOLE AND COVER
TOP OF FOUNDATION
FOUNDATION
TOP OF
1’-0"MAX.
3. DISTANCE SHALL BE NO LESS THAN THE MINIMUM INDICATED IN GUARDRAIL STANDARDS.
FOUNDATION SHALL BE NO MORE THAN THE DIAMETER OF THE ANCHOR BOLT PLUS ONE INCH.
5. THE MAXIMUM SPACE BETWEEN THE BOTTOM OF THE BASE PLATE AND THE TOP OF THE
OSS-1
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 7
1324.10
REVISION DATE
OVERHEAD SIGN STRUCTURETYPICAL DETAILS
SEE NOTE 7
8. FOUNDATIONS SHALL NOT BE LOCATED IN A DRAINAGE DITCH.1’-0"
1’-6"
Min.
3’-
0"
SEE NOTE 7
SEE NOTE 5
1’-
6"
SEE NOTE 3SEE NOTE 3
SEE NOTE 1
SEE NOTE 5
SEE N0TE 7
SEE NOTE 3
SEE NOTE 5
VE
RTIC
AL
CL
EA
RA
NC
E
(S
EE
NO
TE 6)
TO THE HIGHEST POINT OF THE ROADWAY.
CLEARANCE OF NO LESS THAN 17 FEET 6 INCHES FROM THE BOTTOM OF THE ASSEMBLY
OTHERWISE SPECIFIED ON THE PLANS. LUMINAIRE ASSEMBLIES SHALL HAVE A VERTICAL
LOWEST MOUNTED SIGN PANEL TO THE HIGHEST POINT OF THE ROADWAY, UNLESS
19 FEET 0 INCH AND NO MORE THAN 21 FEET 0 INCH FROM THE BOTTOM OF THE
6.VERTICAL CLEARANCE FOR OVERHEAD SIGN STRUCTURES SHALL BE NO LESS THAN
FINISHED GRADE.
ADJACENT OR WITHIN A SIDEWALK, TOP OF FOUNDATIONS SHALL BE A MINIMUM OF 3" ABOVE
7. TOP OF FOUNDATIONS SHALL BE 2’-0" MINIMUM ABOVE FINISHED GRADE. FOR FOUNDATIONS
07/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
�jA
mA[¡/y�
Ö
¥GD‚+ÎmAšªN `ÖVAmAd›“ƒk0QA
섹ˆUËmAS£Ä™råPA
�
�%pkAÍ“¢ZsŒSA
Ÿ,ýClÜjAžÒˆ=o‡RA
gå�¾¡kAqFÀ‘N�QA
TYPICAL SIGN FOOTING DETAIL WITH CONDUIT LOCATION OF FUTURE
USE CONDUITS FOR
DOUBLE END POLE
STRUCTURES
18"
NOTES:
6"
8"
4"
VIRGINIA DEPARTMENT OF TRANSPORTATION
700
REFERENCE
SPECIFICATION
OSS-1
OVERHEAD SIGN STRUCTURE
FOUNDATION DETAILS
FUTURE USE CONDUITS PLACED
PARALLEL TO THE ROADWAY
FUTURE USE CONDUITS PLACED
AT AN ANGLE TO MISS THE
BACK FOUNDATION OR ANCHOR
BOLTS IN A SPREAD FOOTING
FOUNDATION.
THE TYPE, SIZE, NUMBER AND ORIENTATION OF CONDUITS ENTERING AND EXITING
FOOTINGS MAY VARY PER SIGN LOCATION.
IN ADDITION TO THE CONDUITS SPECIFIED ON THE PLANS, ONE - 1 " CONDUIT
REQUIRED FOR GROUND WIRE AND TWO - 2" PVC HEAVY WALL CONDUITS REQUIRED
FOR FUTURE USE. FUTURE USE CONDUITS SHALL BE STUBBED OUT AND CAPPED.
FUTURE USE CONDUITS SHALL BE ORIENTED TO RUN PARALLEL TO THE ROADWAY.
FOR LOCATION OF FUTURE USE CONDUITS IN FOUNDATIONS FOR DOUBLE END POLE
STRUCTURES, SEE DRAWING AT RIGHT.
EACH FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM
WHICH CONDUITS PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN
FINISHING THE CONCRETE AND SHALL BE 1/4 " DEEP AND 4" TO 6"
LONG. LOCATIONS OF EMPTY CONDUITS SHALL HAVE AN ADDITIONAL 2" LONG
MARK MADE PERPENDICULAR TO AND CENTERED ON THIS MARK.
EDGES.
GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF METAL CONDUITS.
BELL ENDS SHALL BE INSTALLED ON EACH END OF PVC CONDUITS.
BELL ENDS & BUSHINGS OF EMPTY CONDUITS SHALL BE PLUGGED TO PREVENT MOISTURE
AND RODENT ENTRY.
GROUNDING
ELECTRODE
CO
VE
R
MINIM
UM
MINIM
UM
1 " CONDUIT
SIGN POLE
FINISHED
GRADE
SPARE
CONDUITS
SHALL BE SEALED WITH SILICONE TO PREVENT MOISTURE AND RODENT ENTRY.
VOIDS REMAINING AFTER CONDUCTORS EXIT OR ENTER BELL ENDS OR BUSHINGS OF CONDUITS
ROAD AND BRIDGE STANDARDS
REVISION DATE
1324.13
SHEET 4 OF 7
FOUNDATIONS ABOVE FINISHED GRADE SHALL BE CHAMFERED �" ON ALL
TOP OF FOUNDATION
AND TOP OF FOUNDATION.
NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF BASE PLATE
7/13
A COPY OF THE ORIGINAL SEALED AND SIGNED STANDARD DRAWING IS ON FILE IN THE CENTRAL OFFICE
ôîßÁ¡ú+Ì"øßÁ
kæHõßÁg`/ICòßÁ
ßÁ^�L>é÷ßÁ
wjb™QõßÁbê574øßÁ
Âm¿óßÁ
B¢�óßÁ,HTóßÁ
�Ø�ôßÁêŽ"õßÁ1TõßÁ
�!ößÁÁ…äôßÁ
{Œ"€ÿÿÿÿ zóßÁ LLED BY�KING ÿÿÿÿ^A#€ÿÿÿÿ
ßÁ<«à¼�õßÁßÁ<« �\ößÁ
ßÁ}»Ñÿ‹ôßÁ³òßÁ
ßÁè$ßÁè$��LÔÐ÷ßÁ
‹>kõßÁ�œU:¸ößÁ
1ÿßÁ9‡!ïôßÁ
ùßÁïùM¢ìñßÁúßÁïù•çëñßÁ
¾ùßÁI¿ôG^òßÁ
�rÞ�þßÁ„ž4�èîßÁõÚ��þßÁô—!`ðîßÁ
¿�Z]üßÁ¢„[vŽîßÁÇ¿�ß1üßÁ¢„›ð€îßÁ
ßÁQ¶øy¹îßÁßÁ{b•´ëîßÁßÁ{b �:ïßÁßÁ{bM‡ˆïßÁßÁQ¶x®ÊïßÁ
òlîûßÁ„ž4¸ ïßÁ²y•üßÁ„ž47 ïßÁ¶?7üßÁ„žôêNîßÁ»óFýßÁI¿ôƒ„ïßÁ»óFýßÁI¿ôÞÐïßÁ
ßÁ„ž´�=ïßÁ
2�~ýßÁ„žt�\ïßÁ2�~ýßÁ„žtÑ2ïßÁ
Ç¿��)þßÁ¢„›åHïßÁ¿�N�þßÁ¢„›‰ZïßÁ
Ç¿�`çüßÁ¢„[?ßîßÁù(�ûßÁ&Þ+ѺòßÁ�
�ñßÁÿßÁp��® ñßÁý2ñßÁMEñßÁ395oÿßÁ"±…œWñßÁÿßÁ`_ï¦kñßÁ
Mò�vfÿßÁ•Èµ�•ñßÁ
Á�.�ÀšñßÁ
°gÿßÁ�ýn•¢ñßÁÁK �*³ñ
ßÁ‡ì„yÅñßÁ5«ÚñßÁª„�ê
ñßÁ
ÿßÁ9Š�hüñßÁi„·�òßÁ
Á
Á:ýßÁ�%XÅ›òßÁÅAýßÁ„ž´}¸òßÁ
�|�ïßÁñ(ïßÁ8ïßÁÁiøQ´JïßÁZb¹^ïßÁ
e\ø×\úßÁ4ßÙ¤0óßÁe\ø×\úßÁ!\ÙƒtóßÁðßÁ �—úñßÁ¨üßÁÉë�«�òßÁ��°üßÁµ†é¤�òßÁßÁ>Û��&òßÁ
DòßÁ+dìøßÁûì$l*îßÁ
ßÁ�¨AaÐóßÁ
[f�ÙùøßÁ�w+Z�ôßÁ
ßÁ
ßþßÁ¦£Üó(øßÁ
¼å���þßÁ[Ñ�{IóßÁ ÚŸ¯7cüßÁ#ò;ýäòßÁ x�ƒ¤�üßÁ8�ZGFóßÁ �h5óßÁ†úßÁÌ�‰¦VóßÁ ØŠÌ�¸úßÁ�¦Þ_œóßÁ”T1`�úßÁŒŒ�öMôßÁ
rV"úßÁ�h‡8{ôßÁWé¶ùßÁïù^þÔôßÁÀç«ùßÁðÌ®Ž�õßÁy{búßÁì,ÙæÐôßÁ³š5úßÁ昜§<õßÁ�]«ùßÁnœRÚ€õßÁ[³îûßÁ5G WŒôßÁ
˜„�ådûßÁé`„ý•ôßÁ
•Ï›ûßÁ‘Ã�•ÇôßÁS4áýßÁ�0ãôßÁ�l_þßÁW(…ºNõßÁ�úkþßÁÅñ0“†óßÁ
TãÓØÌýßÁý•-
X´sýßÁç(·¼�õßÁ
ÝÃ[AlýßÁ°•éÊ�õßÁ
±�þßÁp¡�*•òßÁK�þßÁp¡•®ŸòßÁ•öð"þßÁp¡�É¥òßÁ Áp¡•�¸
òßÁ
g_: ùßÁ§Íq©ZõßÁ¶ÝuÇýßÁ‹©ƒ~üôßÁÉÞÙýßÁó¯Â
éÊÌkÒýßÁvq#Å‚õßÁ
»ÎúþßÁ’ë�.ùôßÁ
#,½úýþßÁ†å�¡
D{eþßÁS�b ‹õßÁÐÎfþßÁ-—�(ªõßÁ
;XòækþßÁ!‘�›±õßÁ
RcƒúßÁaQ�™�ôßÁ
Éwt{ˆúßÁUK��ôßÁ
¨5lýßÁè„Š�KóßÁ
ëË�úqýßÁÜ~‡ŽRóßÁ
Ê'ÛgüßÁ3ϳ`.ößÁ
���»�ýßÁ.Íwí–ößÁ
Y4‚üßÁ¬ë:¦ÀößÁ
Š•ûʽûßÁ�Ê—¦‡ößÁ
§:¯ûßÁÞs.’®ößÁdRm�ûßÁv[�•×ößÁ
‡îößÁ�úßÁNxmKD÷ßÁ�ÿÿÿÿè�•øßÁhàpIòßÁ
ßÁxÄüeï÷ßÁ
a¨È’ªøßÁp“æ^:øßÁ
Îu,-úßÁ#�™c±ößÁ
ýßÁ*x�jä÷ßÁ
“óßÁqŽ="\øßÁ
×KA
•H˜ú…óßÁøæ�ËAóßÁ
í,©��ñßÁ‘.5TQóßÁí,i•ÅðßÁÙ�°.QóßÁu3bOvðßÁ�Z¦Š=óßÁ
×KA ü;ô�6ðßÁ�R<•hóßÁ•H˜ú…óßÁî�zÞgóßÁ
í,©��ñßÁ‡W‘gwóßÁí,i•ÅðßÁT$�BwóßÁÛ™È5tðßÁ�ƒ�žcóßÁ
×KA
›\g}3ðßÁ!ý‚�>óßÁ ×KAO”м„óßÁ3�«Ú•óßÁ
&8Á‘�ñßÁ3�«Ú•óßÁ§x¡_ÄðßÁ�,=> óßÁE½ìýsðßÁ3�«Ú•óßÁ
×KA Ú›!ü1ðßÁAXÜ•›óßÁO”м„óßÁ),�î¶óßÁ
&8Á‘�ñßÁ),�î¶óßÁ§x¡_ÄðßÁŽ@«QÆóßÁE½ìýsðßÁ),�î¶óßÁ
×KA Ú›!ü1ðßÁ¼lJ¡ÁóßÁO”м„óßÁ¤@u�ÝóßÁ
§xáÑñßÁ=ˆŒŠìóßÁ§x¡_ÄðßÁ„i�eìóßÁ–å ×KA ªƒ�¶/ðßÁy¸bÉÚóßÁ
§xáÑñßÁÅÖ•�ôßÁs^��½ðßÁ`‡÷„þóßÁ–å ×KA ªƒ�¶/ðßÁná¾ÜO”м„óßÁ§�()ôßÁ
§xáÑñßÁ£î2±8ôßÁs^��½ðßÁV°S˜$ôßÁ–å ×KA ªƒ�¶/ðßÁd�ð&ôßÁÐÔðü…óßÁ��¡Ä^ôßÁ
§xáÑñßÁ��¡Ä^ôßÁ§x¡_ÄðßÁ È]ÚIôßÁ–å ×KA ªƒ�¶/ðßÁZ3w�MôßÁÐÔðü…óßÁŽ@ëׄôßÁ
§xáÑñßÁŽ@ëׄôßÁ§x¡_ÄðßÁˆÜËíoôßÁ–å ×KA ªƒ�¶/ðßÁP\Ó�sôßÁÐÔðü…óßÁ„iGëªôßÁ
§xáÑñßÁ„iGëªôßÁ§x¡_ÄðßÁù���–ôßÁ–å ×KA ªƒ�¶/ðßÁE…/*™ôßÁÐÔðü…óßÁÿ}µþÐôßÁ
§xáÑñßÁÿ}µþÐôßÁ§x¡_ÄðßÁïBr�¼ôßÁ–å ×KA ªƒ�¶/ðßÁ;®‹=¿ôßÁ
ÐÔðü…óßÁp»ÿ�÷ôßÁ
§xáÑñßÁp»ÿ�÷ôßÁ§x¡_ÄðßÁjWà'âôßÁ–å ×KA ªƒ�¶/ðßÁ1×çPåôßÁ
•à$~óßÁ“³�õßÁ §xáÑñßÁëÏm%�õßÁ
§x¡_ÄðßÁÚ”*;�õßÁ–å ×KA ªƒ�¶/ðßÁ' ×KA
ʨ¾±…óßÁÔk Ú4õßÁ
¡L¯†ñßÁÔk Ú4õßÁ"••TÅðßÁ:€D>DõßÁ@�û2vðßÁm³·cDõßÁ
×KA \Çó°*ðßÁ¯�=R8õßÁʨ¾±…óßÁÊ”üíZõßÁ
¡L¯†ñßÁÊ”üíZõßÁ"••TÅðßÁ«½ŽQjõßÁˆóµ?wðßÁcÜ�wjõßÁ
×KA •ú&D,ðßÁ¥*™e^õßÁʨ¾±…óßÁÀ½X�•õßÁ
¡L¯†ñßÁÀ½X�•õßÁ"••TÅðßÁ¡æêd•õßÁïY�ÆwðßÁY�pŠ•õßÁ
×KA ®•Òý0ðßÁ�hãx„õßÁʨ¾±…óßÁ¶æ´�§õßÁ
ál¿î�ñßÁ÷��Ù¡õßÁ"••TÅðßÁ�ûXx¶õßÁ¿A�€uðßÁÛY=Ô¢õßÁ
×KA °Ê¨¾±…óßÁ¬��(ÍõßÁ
ál¿î�ñßÁí:jìÇõßÁîr��¾ðßÁ÷�I˜ÈõßÁ¿A�€uðßÁÑ‚™çÈõßÁ
×KA ° ál¿î�ñßÁâcÆÿíõßÁîr��¾ðßÁhV“«îõßÁ¿A�€uðßÁÆ«õúîõßÁ
×KA °KéÞñ†óßÁ0©à×(ößÁ
ál¿î�ñßÁØŒ"��ößÁ"••TÅðßÁ¥Y¯í�ößÁ¿A�€uðßÁ¼ÔQ��ößÁ
×KA
°KéÞñ†óßÁ&Ò<ëNößÁ
ál¿î�ñßÁε~&:ößÁ"••TÅðßÁ›‚��:ößÁ¿A�€uðßÁ²ý!;ößÁ
×KA
°KéÞñ†óßÁ�û˜þtößÁ
ál¿î�ñßÁÄÞÚ9ößÁ"••TÅðßÁ•«g�`ößÁ¿A�€uðßÁ¨&5aößÁ
×KA
°
è-*.ƒóßÁ¸îüá�ôßÁ §xa«†óßÁ:€„Ä�ößÁtæî(�óßÁÑKXOJóßÁ‘<{ÿóßÁ´&å�dóßÁÌ€ÎÞ�óßÁ ·À�•óßÁÌ€ÎÞ�óßÁro�R³óßÁÌ€ÎÞ�óßÁÙÕÅ>ÙóßÁÌ€ÎÞ�óßÁã¬éäÌ€ÎÞ�óßÁºPZ�%ôßÁÌ€ÎÞ�óßÁ+Ž$�KôßÁ<¾Øª�óßÁ›ËîñpôßÁÌ€ÎÞ�óßÁ‡�§Þ–ôßÁÌ€ÎÞ�óßÁÙÕ��»ôßÁÌ€ÎÞ�óßÁ^Á�¸âôßÁÌ€ÎÞ�óßÁTêó¤�õßÁ
ŸØ•�óßÁÙTç#:õßÁŸØ•�óßÁ6äiW^õßÁ
ŸØ•�óßÁ@»•ý…õßÁ´·ßµ�óßÁ’sì0ªõßÁ
ŸØ•�óßÁ�±¶�ÐõßÁ´·ßµ�óßÁsî€öõßÁ
ŸØ•�óßÁøÙ’°�ößÁŸØ•�óßÁJ’ñãAößÁ
ŸØ•�óßÁ¦!t�fößÁW>• ÚñßÁøæ�ËAóßÁW>• ÚñßÁî�zÞgóßÁ�Š¹ÏØñßÁ3�«Ú•óßÁýÛñOÛñßÁ),�î¶óßÁýÛñOÛñßÁ¤@u�ÝóßÁýÛñOÛñßÁ�~¿��ôßÁýÛñOÛñßÁ§�()ôßÁýÛñOÛñßÁ…»‰;OôßÁýÛñOÛñßÁõøÓNuôßÁýÛñOÛñßÁë!0b›ôßÁýÛñOÛñßÁf6žuÁôßÁýÛñOÛñßÁ×sèˆçôßÁ
ýÛñOÛñßÁRˆVœ õßÁýÛñOÛñßÁ�v·�3õßÁ
ýÛñOÛñßÁ�Ÿ��YõßÁýÛñOÛñßÁxÜ]+•õßÁ
ýÛñOÛñßÁóðË>¥õßÁýÛñOÛñßÁé�(RËõßÁ
ýÛñOÛñßÁZWreñõßÁýÛñOÛñßÁÔkàx�ößÁ
ýÛñOÛñßÁÊ”<Œ=ößÁýÛñOÛñßÁÀ½˜ŸcößÁ
×KA×KA×KA×KA×KA×KA×KA×KA×KA×KA×KA×KA×KA
}–P�†óßÁ�„œ� ößÁ
��1��ñßÁÃgÞC‹ößÁT:�rÄðßÁ•4k�‹ößÁðî••tðßÁ§¯ ?ŒößÁ�•‰�1ðßÁ’�†éŠößÁ
<v@7~óßÁ>|LW±ößÁO¼.�óßÁÙÝjÓºößÁ
��1��ñßÁ>|LW±ößÁT:�rÄðßÁ…]Ç1±ößÁðî••tðßÁ"Ä{R²ößÁ
×KA �•‰�1ðßÁˆ*âü°ößÁüU0Ï„óßÁmŽ=¦ÜößÁÓù`��óßÁmŽ=¦ÜößÁ
Óù ¤�ñßÁmŽ=¦ÜößÁT:�rÄðßÁÓ¢áìößÁ �ŽãvðßÁ�ÖT/ìößÁ
×KA
��I•.ðßÁ5m-‘ßößÁüU0Ï„óßÁc·™¹�÷ßÁÓù`��óßÁc·™¹�÷ßÁ
Óù ¤�ñßÁc·™¹�÷ßÁT:�rÄðßÁÉË=��÷ßÁ �ŽãvðßÁüþ°B�÷ßÁ
×KA
��I•.ðßÁ+–‰¤�÷ßÁüU0Ï„óßÁÞË�Í(÷ßÁÓù`��óßÁÞË�Í(÷ßÁ
Óù ¤�ñßÁÞË�Í(÷ßÁT:�rÄðßÁ¿ô™08÷ßÁ �ŽãvðßÁw��V8÷ßÁ
×KA
��I•.ðßÁ ¿å·+÷ßÁüU0Ï„óßÁORàN÷ßÁÓù`��óßÁORàN÷ßÁ
Óù ¤�ñßÁORàN÷ßÁT:�rÄðßÁ:�D^÷ßÁ �ŽãvðßÁèPii^÷ßÁ
×KA
��I•.ðßÁ›ÓSËQ÷ßÁüU0Ï„óßÁÉ�Àót÷ßÁÓù`��óßÁÉ�Àót÷ßÁ
��1��ñßÁI�o÷ßÁ
t+½ðßÁ•;æcp÷ßÁðî••tðßÁî•H³p÷ßÁ
×KA
�•‰�1ðßÁU÷®]o÷ßÁ}–P�†óßÁXŽ3•ª÷ßÁÓù`��óßÁ¿F��›÷ßÁ
��1��ñßÁ
t+½ðßÁ†dBw–÷ßÁðî••tðßÁ乤Ɩ÷ßÁ
×KA
�•‰�1ðßÁK �q•÷ßÁ}–P�†óßÁÉË}£Ð÷ßÁÓù`��óßÁ0„f�Á÷ßÁ
��1��ñßÁq¯¿Þ»÷ßÁ
t+½ðßÁ�y°Š¼÷ßÁ½»NªuðßÁU÷îÙ¼÷ßÁ
×KA
�K�ï-ðßÁÆ4y„»÷ßÁ
ѶIŸ�óßÁ5m-´’ößÁ
/‰cmÚñßÁ¿Fœ©ŽößÁ/‰cmÚñßÁµoø¼´ößÁ ¾K�í×ñßÁ«˜TÐÚößÁ /‰cmÚñßÁ¡Á°ã /‰cmÚñßÁ–ê�÷&÷ßÁ /‰cmÚñßÁ�ÿzM÷ßÁ /‰cmÚñßÁ‚<Å�s÷ßÁ /‰cmÚñßÁxe!1™÷ßÁ /‰cmÚñßÁòy•D¿÷ßÁ
ßÁ•¹ª+%ôßÁßÁ•¹êæ_ôßÁ
ßÁ•¹êæ_ôßÁßÁ•¹êæ_ôßÁ
ßÁ•¹ª�ëôßÁßÁÃ�ÛRšôßÁßÁÃ�[R6õßÁßÁ�,Âi�õßÁßÁ�,BYÉôßÁ
îßÁœÃ˜XÈößÁ
pïßÁü˽ӤôßÁ
)´�‡ïßÁ•¹*zôôßÁ
pïßÁüËý�üôßÁ
‹ß}‰ïßÁ•¹j¤1õßÁ
pïßÁü˽B9õßÁ„aQíßÁ3ô@Ÿ|òßÁ
ßÁC¯]”"øßÁ
€ÖdÖ^íßÁ;~G•møßÁ
û”Ë�ñßÁëà.�óßÁlÒ•õ•ðßÁëà.�óßÁ
bûqë8ðßÁëà.�óßÁ²�ª�•ðßÁ„ú
Í•�‚óßÁX«O�-óßÁñZì�óßÁX«O�-óßÁ“W” òßÁ�ÑòÍ�óßÁž;ÿBòßÁ˜s�ÊñßÁÅ�éA óßÁBÆk`ñßÁ
ßÁ
•ÖðßÁäƒJ@bôßÁ ðßÁö�OòîôßÁðßÁ¶ì¾A+õßÁ
ñßÁ¼oðßÁ¼o@ÅxóßÁðßÁ¼oÀÀxóßÁ
ñßÁk çfÁóßÁ
ðßÁ¼o@I®óßÁðßÁ¼oðßÁ¼o€šôóßÁïßÁ;/ 'ØóßÁ
ñßÁ¼oñßÁ¼o€€:ôßÁðßÁ¼oðßÁ™Þ7µnôßÁ
ñßÁU¼&�²ôßÁðßÁU¼¦J±ôßÁ
ïßÁ� X“ôßÁïßÁ§)K¬®ôßÁ
�†ªðßÁJ£�ØÓ÷ßÁÿïßÁ+�‘"LößÁæðßÁ+�‘š4ößÁ0‚�ñßÁÍdù�–ößÁ
ðßÁJ£�7ÓõßÁ´™ÐðßÁ+��››ößÁôGÿïßÁ+�QË{ößÁ¼cñßÁ/�R»÷ößÁ4à�ðßÁ+��ÏÆößÁ´¹�ðßÁ+��ÁÝößÁ°Ú�ñßÁÍdù’_÷ßÁ�ðßÁ+�‘»»÷ßÁ¦IðßÁ+�Q8¸÷ßÁª”ðßÁ+�Q8¸÷ßÁËðßÁ+�Q8¸÷ßÁ�Â*ðßÁJ£X$Ó÷ßÁÙnðßÁ²×òÍù÷ßÁÀðßÁ+�‘•�ößÁdðßÁ+�Q1ößÁ�ðßÁ+��Š�ößÁ~.ößÁd•½“`÷ßÁ ™õßÁ¶Û’¯T÷ßÁ
ßÁ®•�úr÷ßÁßÁd•½œž÷ßÁßÁÈwùE³÷ßÁßÁd•½XÝ÷ßÁßÁd•=¸ü÷ßÁhŒ×�àôßÁd•½“`÷ßÁ
� „���1325_32.dgnÿÿÿ
ÿ�
Á
òßÁ¤æ¤5—ôßÁ
ÁäƒÊ¿vóßÁ
�y<ôßÁåýF‹˜óßÁ
Yú•ªHößÁÿïÎ�ŠôßÁ
NWé 7ößÁ}_=�xóßÁ
óßÁ
�ÖðßÁ;/ w@óßÁ�ƒb�—òßÁÊöÙ0óßÁýŸòßÁ䃊�VóßÁ
€ÿÿÿÿÿÿÿÿßÁ
RÛ
ã�
Úõß
Á
@%ÑïßÁdTÒdÉòßÁ�ößÁ�ÿ�ÀŸøßÁ�ößÁ?ÞŽ�²øßÁ
ßÁt�ïYoøßÁ
nM šÞïßÁlÞØRºøßÁ
ßÁ
«�·µ'ñßÁ‹��õÌõßÁ
ßÁ
701
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
W
W cd
dc
W
W
W
HH
dc
cd
cc
1"
�"
H
d
c
W
2"
1" 2’ 6"
9"
11 �
"1’ - 11 �
"
W
dc
c
H
36"
15"
20"
4"
8"
8"
TEE
TEE
TEE
TEE
TE
E
BA
RS
TEE BARS 1" FROM TOP OF SIGN
TO TOP OF POST
TEE
TEE
TEE
TEE
TEE BARS
�" DIA. x 1" BOLTS (GALV.) WITH
HEX NUT AND LOCKWASHER
7"
4"
�"
ABOVE THE SIGN POST NO GREATER THAN THE DISTANCE OF � c.
UNLESS OTHERWISE NOTED THE TOP OF THE SIGN PANEL SHALL NOT EXTEND
SPD-4
SIGN PANEL DESIGN
TYPE VA-G
TYPE VA-A
TYPE VA-K TYPE VA-A2
TYPE VA-F VA-E, VA-L, VA-M, VA-N AND VA-O
TYPES VA-B, VA-C, VA-D,
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1325.40
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
701
REFERENCE
SPECIFICATION
FASTENING
�" DIAMETER RIVET
FLANGE
ADJUSTMENT TO POST
OF CLAMP IS FOR
�" OR �" LEG
TEE
1.0"
0.4"0.3" 0.3"
0.2"
0.2"
0.175"0.175"
0.7
25"
0.1" R (TYP.)0.175"
0.125"
0.1
25"
0.5"0.75" 0.75"
0.5"
NO FILLET
�" MINUS DRAFT
DIA.
�" DIA.
�" R (TYP.)
AT �" CENTERS
SERRATE �" DEP
CENTERLINE HOLE FOR �" DIAMETER
SQUARE HEAD STAINLESS STEEL BOLT
x 2�" LONG WITH SELF-LOCKING
NUT AND ONE FLAT WASHER.
NUMBER LENGTH
1 EACH
2.5 x 3.0 @ 1.175 LB/FT.
ALUMINUM 6061-T6
1.175 LBS./FT.
GAGE LINE
TEE BAR SPACING CHART
CLAMP
PANEL
SIGN
SPD-4
SIGN PANEL DESIGN
RECOMMENDATIONS.
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S
THICKNESS OF THE SIGN PANEL AND ZEE BAR AND SHALL BE
SHALL HAVE A GRIP RANGE ACCOMMODATING THE COMBINED
ULTIMATE TENSILE STRENGTH SHALL BE 360 POUNDS. RIVETS
IFI-114, STYLE 1, GRADES 10 OR 11 EXCEPT THAT THE MINIMUM
CONFORMING TO INDUSTRIAL FASTENERS INSTITUTE STANDARD
RIVETS SHALL BE DOME HEAD, BREAK MANDREL, BLIND RIVETS
POST CLAMP DETAIL
TEE CROSS SECTION
STRUCTURE SIGN PANEL TEE 6061-T6
TYPE DIMENSIONS
�" - -
2
-
- -
VA-A2
VA-A
VA-B
VA-C
VA-D
VA-E
VA-F
VA-G
VA-K
VA-K
VA-L
VA-M
3’ 3’
4’
4’
5’
6’
4’
5’
4’
4’
6’
5’
6’
4’
5’
3’
5’
5’
4’
6’
5’
3’
W H c d
1’-2"
1’-3"
1’-2"
1’-3"
0’-8"
1’-3"
1’-8"
1’-8"
1’-3"
1’-6"
1’-3"
1’-8"
2’-6"
1’-8"
2’-6"
2’-4"
2’-6"
1’-8"
3’-0"
2’-6"
3’-0"
3’-0"
4’-0"
5’-0"
2’-10"
2’-10" & 1’-4"
3’-0"
3’-0"
5’-0"
4’-0"
5’-0"
1.25"
3.0
"
1.25"
2.5"
1�"
�"
�"
�"
�" �"
�"
�"
�"
�"
�"
1"
�"
�" �"
�"
1" 1" 2"
�"
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
-
-- -
7’ 31’-0" 2’-6" 6
5’ 213’ 1’-3" 2’-6" 4
VA-N
VA-O
7’ 6’-0"
4’-0"
ROAD AND BRIDGE STANDARDS
REVISION DATE
1325.41
SHEET 2 OF 2
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
�ùßÁ÷[KkVøßÁ
ø;dþßÁ{�·äÂ÷ßÁ
Ï‹ýßÁ•s\öêõßÁ
¾ÿ�ûßÁ²’o¢èõßÁ
5]/ûßÁ{�·äÂ÷ßÁ[IiÿßÁ½ÁNèvòßÁ
ßÁ´|kÝ�øßÁ
o·;¾vÿßÁ¸KUÖgøßÁ
_-£ZÿßÁ�•vÚ½òßÁµ½Ô~þßÁz°/D»òßÁÔÊß·ýßÁ…o½pÀòßÁd»ÅÝüßÁ0UðÿûßÁ= S•¼òßÁà>O�ûßÁ> S•¼òßÁw:Õ<úßÁkù¹E½òßÁ(h#iùßÁ å4�»òßÁ!âÉ^ÿßÁÏ@°�•ôßÁ>‡™>þßÁ�Ý檀ôßÁE�HñüßÁ�cn�{ôßÁ�ÿf¬ûßÁ�cn�{ôßÁí=œ<úßÁ�cn�{ôßÁ\ÅÔ%ÿßÁýrÙõQößÁ7§êÕýßÁÈ�pÄRößÁN9q,üßÁ5ë±SLößÁÛÞ¡YúßÁ„2�3NößÁ
ßÁ
701
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
d
H
cc
W
dd
dd
cc
W
H
cd
d
W
W
W
W
cc
c
.964–.012
.059–.008
.092–.006.551–.010.3
52–.0
08
.097
–.0
08
45°
.084–.006
.092–.0
10
.97
2–.0
12
.157
–.0
08
HH
dc
cc
cd
W
STRUCTURE
TYPE W H c d NO.
STIFFENERS
SIZE
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
2
2
2
5
3
3
5
3
0"
VA-B
VA-C
VA-D
VA-E
VA-F
VA-G
VA-K
VA-L
VA-M
6�"
12�"
1"
4’
4’
4’
5’
6’
5’
4’
4’
6’
5’
4’
5’
3’
5’
6’
5’ 8"
6"
1’-4"
8"
7"
2’-11"
2’-11"
1’-10"
1’-3"
2’-2"
2’-11"
2’-11"
1’-3"
1’-10"
.735 Ref
P.I. .029–.008
.059–.0
08
.335–.010
STIFFENERSTIFFENER
STIFFENER
.098 R(4)
SEE STANDARD SPD-4 FOR POST CLAMP AND BOLT DETAILS. .010 DEEP X 90°
ENDS OF THE SIGN PANEL.
SHALL BE 6" MAXIMUM BEGINNING 1 �" FROM THE
ATTACHING THE STIFFENERS TO THE SIGN PANEL
SHEAR FORCE OF 460LBS. RIVET SPACING FOR
AND CAPABLE OF WITHSTANDING A MINIMUM
�" MINIMUM DIAMETER BY �" LONG ALUMINUM
SPECIFIED OR APPROVED, AND SHALL BE
STIFFENERS TO THE SIGN UNLESS OTHERWISE
RIVETS SHALL BE USED FOR SECURING THE
5’
4’
12�"
6�"
2
2
ABOVE THE SIGN POST NO GREATER THAN THE DISTANCE OF � c.
UNLESS OTHERWISE NOTED THE TOP OF THE SIGN PANEL SHALL NOT EXTEND
SPD-6
SIGN PANEL DESIGN
MEDIUM
MEDIUM5’
VA-N
VA-O
7’ 7’ 5�"
1�"13’
8
20
10�"
3"
NOTE:
DETAIL
MEDIUM STIFFENER
STIFFENER TO POST
ATTACHMENT DETAIL
TYPES VA-B, VA-C, VA-D,TYPES VA-F TYPES VA-G
TYPES VA-K
VA-L AND VA-M AND VA-O
TYPES VA-E, VA-N
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1325.60
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION�
701�
SPECIFICATION�REFERENCE�
W�
a� b� a�
H�
c�d�
c�d�
H�
a� b� b� a�
c�d�
d�c�
W�
.30"�
H�
d�d�
d�d�
c�c�
W�
.550"�
1.475"�
.562
"�
.350
"�
.070"�
.80"�
.187
"�
SPD-7�
ROAD AND BRIDGE STANDARDS�
REVISION DATE�
1325.70�
SHEET 1 OF 3�
SIGN PANEL�
DETAIL�
SIGN PANEL�
DETAIL�
STIFFENER TO POST�
ATTACHMENT DETAIL�
POST CLAMP�
SIGN PANEL�
DETAIL�
(STAINLESS STEEL)�
(STAINLESS STEEL)�
SIGN PANEL DESIGN�
POST CLAMP BOLT�
�ùßÁ•ášy#øßÁ
ãùßÁ��;•�óßÁ
ßÁ‡B±Z ÷ßÁNüßÁîJn3�÷ßÁ+•üßÁÀ÷Ï�$÷ßÁÁ›üßÁÀ÷O�ýößÁ
ßÁ•Á„à�÷ßÁßÁ)ØœòòößÁßÁ‡BqÉ�÷ßÁ
z4ûßÁŒÙê¿¡ößÁ
þßÁ�U�®óßÁýßÁ�ÕÜAóßÁ lô�ûßÁŒÙ*Ú°óßÁ¬³žùßÁŒÙª¿·óßÁLjùWúßÁÃ�?¸!ôßÁãûßÁ�7È8ËõßÁ¬RüßÁÀ÷•øýößÁ¨ûßÁ�7H•AößÁêyP
Ìþ
ßÁ
ÑN
³¾
Ýôß
Á
�õßÁ
Á)ØœVJõßÁßÁ‡Bñ”hõßÁÞqõßÁÁ¾âûßÁ™|VxüößÁD�ûßÁ‡Bq¾šößÁ÷aiÿßÁEGžöCòßÁ
ßÁ<�»ëé÷ßÁ
�–w>tÿßÁ@Ѥä4øßÁ
]K8eþßÁ‡Bq,½òßÁ
Á
jÎòßÁ]KÆŠúßÁ‡Bq,½òßÁ
ßÁ
‡ùßÁVþxqÅ÷ßÁ
ß Á « G U – ° ò ß Á ßÁ«GU˼òßÁ
âþßÁL˜}öÈòßÁ þßÁ«GU•ÆòßÁÛþßÁ«GUˆÜòßÁ þßÁ«GUˆÜòßÁÛþßÁ«GU•òòßÁ þßÁ«GU•òòßÁãþßÁÏYÞ¥�óßÁ þßÁÏYÞ¥�óßÁßÁ�s»}áòßÁßÁÛÀ€ô“òßÁ
ßÁ4í–nžòßÁßÁ4í–nžòßÁ
ÑûßÁ4í–2¨òßÁ ûßÁ4í–2¨òßÁvûßÁÛÀ€í©òßÁÑûßÁ4í–+¾òßÁûßÁ4í–+¾òßÁvûßÁÕ=¿’ÀòßÁØûßÁXÿ�PÜòßÁûßÁÁ3:¸ÔòßÁvûßÁÕ=¿‹ÖòßÁÒûßÁÁ3:±êòßÁûßÁÁ3:±êòßÁoûßÁ4í–�êòßÁ ßÁ.Y{»‚óßÁ
ßÁÕ,eAxóßÁ—ùßÁÏ©£æŽóßÁfùßÁÕ,e:ŽóßÁ•ùßÁ.Y{x¢óßÁfùßÁÕ,e3¤óßÁ•ùßÁ.Y{q¸óßÁfùßÁÕ,e,ºóßÁ˜ùßÁRk�–ÖóßÁfùßÁÏ©£ÑÐóßÁ‘ùßÁ»Ÿ�÷äóßÁ_ùßÁ.Y{cäóßÁßÁq!Dñ‘õßÁ
ßÁøÛX7@õßÁßÁ6{(U=õßÁ
ßÁøÛX7@õßÁPÿßÁ™,•bLõßÁ�ÿßÁ™,•bLõßÁ þßÁøÛXûIõßÁIÿßÁøÛXô_õßÁ�ÿßÁ™,•[bõßÁ þßÁøÛXô_õßÁIÿßÁøÛXíuõßÁ�ÿßÁøÛXíuõßÁ þßÁ…"ü€võßÁQÿßÁ�îá�”õßÁ�ÿßÁøÛXæ‹õßÁ þßÁ…"üyŒõßÁ
‹æ8ûßÁ5o�‰äößÁ
ßÁAÔU��õßÁßÁÎ�ù¡�õßÁ
ßÁAÔUC�õßÁ9úßÁè§?Â�õßÁúßÁè§?Â�õßÁØùßÁè§?Â�õßÁ9úßÁè§?»2õßÁ�úßÁAÔU5=õßÁùßÁeæÞ+9õßÁ9úßÁè§?´HõßÁúßÁâ$~`IõßÁ ùßÁAÔUùFõßÁ:úßÁâ$~Y_õßÁ�úßÁAÔUò\õßÁ ùßÁAÔUò\õßÁ3úßÁAÔUërõßÁ�úßÁAÔUërõßÁÑùßÁAÔUërõßÁ3úßÁAÔUäˆõßÁ�úßÁÎ�ùw‰õßÁ ùßÁAÔUäˆõßÁ3úßÁAÔUÝžõßÁúßÁeæÞ�§õßÁ ùßÁAÔUÝžõßÁ;úßÁeæÞ�½õßÁúßÁeæÞ�½õßÁ ùßÁAÔUÖ´õßÁ;úßÁeæÞúÒõßÁ�úßÁÎ�ùbËõßÁ ùßÁAÔUÏÊõßÁßÁ«òô¸�õßÁ
ßÁ«òôƒÿôßÁ;ýßÁRÆÞ7�õßÁ ýßÁ«òô|�õßÁ<ýßÁLC�Ý-õßÁ ýßÁ«òôu+õßÁ5ýßÁ«òônAõßÁ ýßÁ«òônAõßÁ5ýßÁ«òôgWõßÁ ýßÁ«òôgWõßÁ=ýßÁÏ�~ŒuõßÁ ýßÁ«òô`mõßÁ:ýßÁ«òôŽ•õßÁ
ßÁŸy¿•ÞòßÁßÁ³7,w\òßÁßÁßÁZ–ñ×~óßÁßÁáî�WòßÁ
ßÁ$�öÙWóßÁßÁ8?ë6tòßÁßÁ’•‡v�óßÁßÁ§5n•¸òßÁ
ßÁ<€_©\õßÁßÁ¡gu7óôßÁßÁ�:`ôáõßÁ
ßÁJ'•*�ößÁßÁ¸¦øðÜôßÁßÁ��£MÏõßÁ
ßÁvF���ößÁßÁt훟XõßÁßÁèß�¶ñôßÁßÁ�›¿Ä0ößÁ
ßÁÏt„¿wößÁ
ÀÒßÿßÁWþØ•ññßÁ
ßÁ��™ã‹÷ßÁ
•ž‰ùåÿßÁ�î‚ÜÖ÷ßÁ
™_ÖI;ÿßÁ·-Ô•�ôßÁ ›�ôßÁg~÷ˆºúßÁÉË1v2ôßÁ
ßÁ
/þÉïüßÁ�v|ÃWößÁ ößÁ ßÁ€òŠ
«þßÁ6k º�øßÁ
ßÁÒ<!Œ4óßÁß Á ¢ à v M ½ ò ß Á ßÁ>òÌ©óßÁ
ßÁ첓�íóßÁßÁ�©qÇ¿òßÁßÁ.2¶ñÊòßÁßÁ�©qÇ¿òßÁ
jüßÁø–è^ÖòßÁ üßÁ�©qCÕòßÁ�üßÁø–è^ÖòßÁjüßÁø–èÚëòßÁ;üßÁø–èÚëòßÁ�üßÁø–èÚëòßÁjüßÁbLCü�óßÁüßÁ�©q;�üßÁø–èV�óßÁjüßÁbLCx�óßÁ;üßÁø–èÒ�óßÁ�üßÁø–èÒ�óßÁjüßÁbLCô,óßÁüßÁö�¨F0óßÁ�üßÁø–èN,óßÁjüßÁbLCpBóßÁ;üßÁø–èÊAóßÁ�üßÁø–èÊAóßÁjüßÁbLCìWóßÁ;üßÁø–èFWóßÁüßÁ.2¶•UóßÁ
düßÁ.2¶�kóßÁ;üßÁø–èÂlóßÁ‡�üßÁø–èÂlóßÁdüßÁ.2¶•€óßÁ;üßÁbLCä‚óßÁ üßÁ.2¶•€óßÁdüßÁ.2¶�–óßÁ;üßÁø–躗óßÁ�üßÁø–躗óßÁdüßÁ.2¶•«óßÁ;üßÁø–è6óßÁ üßÁbLCÜóßÁdüßÁ.2¶ÁóßÁ;üßÁbLCXÃóßÁ üßÁ.2¶ÁóßÁküßÁñ•]ÞóßÁ;üßÁbLCÔØóßÁ üßÁ.2¶…ÖóßÁküßÁñ•ÙóóßÁ5üßÁ.2¶�ìóßÁ üßÁ.2¶�ìóßÁküßÁñ•UôßÁ;üßÁbLCÌ�ôßÁ üßÁ.2¶}�ôßÁküßÁñ•Ñ�ôßÁ5üßÁ.2¶ù�ôßÁ üßÁ.2¶ù�ôßÁküßÁñ•M4ôßÁ<üßÁñ•M4ôßÁ üßÁñ•M4ôßÁjüßÁ.2¶ñAôßÁ;üßÁbLC@DôßÁ üßÁ.2¶ñAôßÁjüßÁ.2¶mWôßÁ5üßÁ.2¶mWôßÁ üßÁ.2¶mWôßÁßÁžŠÞ80óßÁ
ßÁí�XW³óßÁßÁòž~÷óßÁßÁ‰7A�VóßÁ
ßÁÃ;€Ô%óßÁß
Á
0
r
�
‚
"
ó
ß
Á
ßÁÃ;€Ô%óßÁ!ûßÁÃ;€�EóßÁøúßÁ÷U cGóßÁ úßÁÃ;€�EóßÁ!ûßÁÃ;€•ZóßÁøúßÁ÷U ß\óßÁ úßÁÃ;€•ZóßÁßÁ³4¢: óßÁ
ß
Á
�
ª
´
ñ
a
ó
ß
Á
ßÁ·Úç›aóßÁßÁT¹$Â�óßÁßÁT¹$Â�óßÁ
DùßÁ��W/�óßÁ�ùßÁ��W/�óßÁDùßÁ��W«#óßÁ�ùßÁ��W«#óßÁ
ßÁàðCóŒößÁßÁÉ$>&(ößÁßÁz“n�QößÁßÁÎØ„ì�ößÁ
ßÁ™Ü�TNößÁßÁjòÔŒ•õßÁßÁjòÔDœõßÁ
ßÁ4W�6’õßÁßÁjòÔDœõßÁ
ïüßÁé±´\ÃõßÁ¸üßÁjòÔ„»õßÁŽüßÁjòÔ<ÇõßÁaüßÁ4W�.½õßÁïüßÁé±´ØØõßÁ¸üßÁjòÔ üßÁ2ÖÆ¡ÖõßÁaüßÁ4W�ªÒõßÁˆómøßÁ3k
ßÁ�ŒÀ,Ø÷ßÁ
6)ò•qøßÁ
íSôßÁ
•‘þ�ùßÁ…z0¹�ôßÁ÷ßÁ
ßÁ]_²Ió÷ßÁ
òßÁ‹ô�¥SòßÁ‡òßÁŠ¯6¡wòßÁ•òßÁŠ¯ö�âòßÁ•òßÁŠ¯v�LóßÁ„òßÁŠ¯6•ÃóßÁòßÁ‹ô™Q£óßÁ
CòßÁŒ9}¯äòßÁ¼òßÁ�:Ç4¶òßÁ
òßÁòÍõV�òßÁóßÁ†VÆòðòßÁóßÁ†V���óßÁ
’òßÁ�âu+ôßÁüïßÁ@à©i÷ßÁGOößÁAàÌ•ñßÁ
Á W�#�VößÁ�þ6›œößÁ
€ÿÿÿÿßÁý
��ï•YößÁ�г�{÷ßÁ
ß
Á
4€ÿÿÿÿ©É'€ÿÿÿÿ ó#òZößÁGQŠ�ÎõßÁ
ɵ�÷ßÁ
MM-1�
SPECIFICATION�REFERENCE�
VIRGINIA DEPARTMENT OF TRANSPORTATION�
NOTES:�
MILEPOST MARKERS TO BE LOCATED IN LINE WITH DELINEATOR POSTS,�
EDGE OF SHOULDER OR BACK OF GUARDRAIL, IF PRESENT.�
PANEL TO BE FABRICATED OF ASTM B209 ALLOY 6061-T6�OR 5052-H38, 0.080 THICK.�
TOP OF PANEL TO BE FLUSH WITH TOP OF POST.�
DRIVING CAP TO BE USED WHEN DRIVING POST.�
2"�
2"�
4' -
0"�
3' -
0"�
18"
È 1
"�
USP-1�
2' - 0" FOR ONE NUMERAL�
3' - 0" FOR TWO NUMERALS�4' - 0" FOR THREE NUMERALS�
ALUMINUM NUT�
NYLON WASHER�
U-TYPE ROLLED RAIL STEEL POST�
VARIABLE�
EDGE OF�PAVEMENT�
EDGE OF SHOULDER�
ON 1" CENTERS�
20"
MA
XIM
UM
�
APPROXIMATELY �2" OR �SQUARE CUT.�
GR
OU
ND
.�
NO
NE
BE
LO
W�
S
PLIC
E L
AP
WIT
H�
UPPER POST�
ON THE BACK �
(NON- IMPACT)�
SPLICE)�
STRENGTH BOLT�(2 REQUIRED AT�
EACH END OF �
(2 LBS.). SEE POST DETAILS AT�RIGHT�
SHALL BE �MOUNTED�
SIDE OF THE �LOWER POST.�
…" DIAMETER HOLES PUNCHED �
Š" HIGH-�‚" ALUMINUM BOLT�
‚" ALUMINUM BOLT�
A�
B�
C�
B. 2"�
1"�A. •"�
C. ƒ"�
2 ‚"�
A. 1 ¦"�
B. 3 ˆ"�
C. 1 "�
1 ”"�
3 „"�
1 °"�
MINIMUM MAXIMUM�
MINIMUM MAXIMUM�
2.00 LB./LF�
1.33 LB./LF�
1 ‚"�
701�702�
ROAD AND BRIDGE STANDARDS�
SHEET 1 OF 1 �
1328.10�
REVISION DATE�
ERECTION�
MOUNTING DETAIL� SPLICING DETAIL�
ERECTION�
POST SECTION�
DIMENSIONS�
MILEPOST MARKERS & U-TYPE STEEL POST�TYPICAL STRUCTURE DETAILS�
VIRGINIA DEPARTMENT OF TRANSPORTATION
PM-1
REFERENCE
SPECIFICATION
10’
DECELERATION LANE
PAVED SHOULDER
PAVED SHOULDER
ACCELERATION LANE
PAVED SHOULDER
RAMP
PAVED SHOULDER
30’
INTERCHANGE ENTRANCE
INTERCHANGE EXIT
30’
10’
3’ 9’
RAMP
TYPICAL PAVEMENT MARKING
704
3’ 9’
SHOULDER
PAVED
TAPER
TAPER
NOTES:24"
45°
INDICATES DIRECTION OF TRAVEL
BEGIN YELLOW
BEGIN WHITE
GORE AREA HATCHING (OPTIONAL)
YELLOW LINE (SEE NOTE 2)
(SEE NOTE 2)
WHITE LINE
(SEE NOTE 2)
YELLOW LINE
(SEE NOTE 2)
WHITE LINE
(SEE NOTE 2)
YELLOW LINE
SEE NOTE 3
SEE NOTE 3
(SEE NOTE 2)
YELLOW LINE
WHITE LINE (SEE NOTE 2)(SEE NOTE 2)
WHITE LINE
WHITE LINE (SEE NOTE 2)
DOTTED LANE LINE FROM THE
UPSTREAM END OF THE TAPER
TO THE UPSTREAM END OF
SOLID LANE LINE (SEE NOTE 2)
INTERCHANGE
(UNLESS OTHERWISE SPECIFIED)
4" YELLOW LINE
(UNLESS OTHERWISE SPECIFIED)
6" WHITE LINE
(UNLESS OTHERWISE SPECIFIED)
6" WHITE LINE
(UNLESS OTHERWISE SPECIFIED)
4" YELLOW LINE
8" WHITE LINE
ACCELERATION LANE. (SEE NOTE 2)
EXTENDED TO THE END OF THE FULL-WIDTH
LANE PLUS TAPER. DOTTED LANE LINE MAY BE
LENGTH OF THE FULL-WIDTH ACCELERATION
DOTTED LANE LINE FOR AT LEAST HALF THE
GORE
THEORETICAL
GORE
PHYSICAL
GORE
THEORETICAL
GORE
PHYSICAL
8" WHITE LINE
100’ MIN.
8" WHITE LINE
150’ MIN.
8" WHITE LINE
100’ MIN.
CENTER (SEE NOTE 4)
30’ MAX. CENTER TO
REDUCED IN ORDER TO FIT THIS MINIMUM.
4. IF GORE AREA HATCHING IS PROVIDED, THERE SHALL BE A MINIMUM OF THREE CHEVRONS. SPACING MAY BE
3. CONTINUE EDGELINE WIDTH TO THE TERMINATION POINT SPECIFIED IN THE CONTRACT DOCUMENTS.
OTHERWISE NOTED IN THE CONTRACT DOCUMENTS.
FREEWAYS SHALL BE 6" WIDE; ALL OTHER HIGHWAYS THE PAVEMENT MARKING SHALL BE 4" WIDE UNLESS
2. THE PAVEMENT MARKING FOR THE LANE LINE AND EDGE LINE MARKINGS OF INTERSTATE HIGHWAYS AND
THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND
LINES ARE 6’ APART
WHERE CHANNELIZING
BEGIN HATCHING
01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.10
SHEET 1 OF 1
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
PM-2
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
LANE DROP EXIT RAMP
LANE DROP EXIT RAMP
TYPICAL PAVEMENT MARKING
EXIT RAMP
THEORETICAL
GORE
EXIT RAMPTHEORETICAL
GORE
704
30’10’
9’ 3’
� MILE MIN.
PHYSICAL GORE
BEGIN YELLOW
BEGIN YELLOW
PHYSICAL GORE
(SEE NOTE 2)
WHITE BROKEN LINE
YELLOW LINE (SEE NOTE 2)
SEE NOTE 3
(SEE NOTE 2)
WHITE LINE
SEE NOTE 3
(SEE NOTE 2)
YELLOW LINE
(SEE NOTE 2)
WHITE LINE
(UNLESS OTHERWISE SPECIFIED)
6" WHITE LINE
(UNLESS OTHERWISE SPECIFIED)
4" YELLOW LINE
(UNLESS OTHERWISE SPECIFIED)
6" WHITE LINE
(UNLESS OTHERWISE SPECIFIED)
4" YELLOW LINE
9’ 3’
� MILE MIN.
(SEE NOTE 2)
WHITE BROKEN LINE30’10’
BESIDE OPTIONAL EXIT LANE
INTERCHANGE LANE DROPS
8" WHITE LINE
8" WHITE LINE
150’ MIN.
100’ MIN.
WHITE LANE LINE
8" MIN. DOTTED
PHYSICAL GORE
A MINIMUM DISTANCE TO THE
LINE DOWNSTREAM ON RAMP
EXTEND 8" SOLID WHITE LANE
8" WHITE LINE
150’ MIN.
100’ MIN.
WHITE LANE LINE
8" MIN. DOTTED
NOTES:24"
45°
INDICATES DIRECTION OF TRAVEL
GORE AREA HATCHING (OPTIONAL)
8" WHITE LINE
CENTER (SEE NOTE 4)
30’ MAX. CENTER TO
LINES ARE 6’ APART
WHERE CHANNELIZING
BEGIN HATCHING
REDUCED IN ORDER TO FIT THIS MINIMUM.
4. IF GORE AREA HATCHING IS PROVIDED, THERE SHALL BE A MINIMUM OF THREE CHEVRONS. SPACING MAY BE
3. CONTINUE EDGELINE WIDTH TO THE TERMINATION POINT SPECIFIED IN THE CONTRACT DOCUMENTS.
OTHERWISE NOTED IN THE CONTRACT DOCUMENTS.
FREEWAYS SHALL BE 6" WIDE; ALL OTHER HIGHWAYS THE PAVEMENT MARKING SHALL BE 4" WIDE UNLESS
2. THE PAVEMENT MARKING FOR THE LANE LINE AND EDGE LINE MARKINGS OF INTERSTATE HIGHWAYS AND
THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD AND
(SEE NOTE 2)
WHITE LINE
(SEE NOTE 2)
WHITE LINE
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1330.20
REVISION DATE
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
704
PM-3
REFERENCE
SPECIFICATION
50’
BOTTOM OF ARROW AT BEGINNING
OF FULL WIDTH TURN LANE.
DOTTED EXTENSION
NOTES:
4’ MIN.
TYPICAL PAVEMENT MARKING
UNSIGNALIZED INTERSECTIONS
THRU LANES: USE BROKEN LINE (10’ LINE SEGMENTS / 30’ GAPS).
PATTERNS OF LONGITUDINAL LINES
30’ GAP
10’ WHITE LINE SEGMENT
2’ WHITE LINE SEGMENT
4’ GAP
TAPERS MORE THAN 100’: USE DOTTED EXTENSION (2’ LINE SEGMENTS / 4’ GAPS).
DOCUMENTS.
SPECIFIED IN THE CONTRACT
TAPER UNLESS OTHERWISE
SOLID WHITE LINE TO END OF
YELLOW EDGE LINE
30’ MAX.
4’ MIN.
CONTRACT DOCUMENTS.
TAPERS 100’ OR LESS: DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE
WITH SHEET 4.
5. CROSSWALK MARKINGS, IF PROVIDED, SHALL BE IN ACCORDANCE
4. TURN ARROWS SHALL BE IN ACCORDANCE WITH SHEET 3.
SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
3. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS
THE CONTRACT DOCUMENTS.
SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN
WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA
2. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE
1. STOP LINES SHALL BE 24 INCHES IN WIDTH.
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.30
SHEET 1 OF 4
01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
NOTES:
704
PM-3
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
TYPICAL PAVEMENT MARKING
50’
4’ MIN.
10’ WHITE LINE SEGMENT
30’ GAP
4’ GAP
SIGNALIZED INTERSECTIONS
DOTTED EXTENSION
2’ WHITE LINE SEGMENT
WIDTH TURN LANE.
AT BEGINNING OF FULL
BOTTOM OF ARROW
2’ WHITE LINE SEGMENT / 4’ GAP
ON ALL DUAL AND TRIPLE TURNS
DOTTED EXTENSION
9’ GAP
3’ WHITE LINE SEGMENT
THRU LANES: USE BROKEN LINE (10’ LINE SEGMENTS / 30’ GAPS).
PATTERNS OF LONGITUDINAL LINES
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
SOLID WHITE LINE TO END OF TAPER
8" SOLID WHITE LANE LINE (LENGTH VARIES)
8" DOTTED LANE LINE (LENGTH VARIES),
30’ MAX.
4’ MIN.
YELLOW EDGE LINE
100’ MIN. SOLID WHITE LINE
DOUBLE SOLID YELLOW LINE
10’
DETAIL
SEE
STOP LINES (ON A LANE-BY-LANE BASIS)
DETAIL FOR OPTIONAL STAGGEREDTAPERS MORE THAN 100’: USE DOTTED EXTENSION (2’ LINE SEGMENTS / 4’ GAPS).
CONTRACT DOCUMENTS.
TAPERS 100’ OR LESS: DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE
MANDATORY TURN MOVEMENT LANE (DROP LANE)
WITH SHEET 4.
5. CROSSWALK MARKINGS, IF PROVIDED, SHALL BE IN ACCORDANCE
4. TURN ARROWS SHALL BE IN ACCORDANCE WITH SHEET 3.
SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
3. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS
THE CONTRACT DOCUMENTS.
SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN
WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA
2. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE
1. STOP LINES SHALL BE 24 INCHES IN WIDTH.
NEW 01/15
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 4
1330. 31
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
1 ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE.
1 ARROW LOCATED AT MIDPOINT BETWEEN THE OTHER TWO ARROWS.
1 ARROW LOCATED 50’ BACK FROM STOP LINE OR END LANE LINE.
UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
TURN ARROWS REQUIRED IN ACCORDANCE WITH THE FOLLOWING,
NUMBER AND POSITION OF ARROWSTURN LANE LENGTH
OF TAPER): 1 ARROW
LESS THAN 100’ (EXCLUSIVE
1 ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE.
OF TAPER): 2 ARROWS
100’ TO 300’ (EXCLUSIVE
1 ARROW LOCATED 50’ BACK FROM STOP LINE OR END OF LANE LINE.
ARROWS
(EXCLUSIVE OF TAPER): 3
GREATER THAN 300’
40’ MIN.
INTERSECTION AT DUAL TURN LANES
DETAIL FOR DOTTED EXTENSION THROUGH
1 ARROW LOCATED 50’ BACK FROM STOP LINE.
ONLY WORD MARKINGS SPACED MIDWAY BETWEEN ARROWS.
OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
MARKINGS REQUIRED IN ACCORDANCE WITH THE FOLLOWING, UNLESS
MANDATORY TURN MOVEMENT LANES (DROP LANE)
SOLID LANE LINE.
1 ARROW LOCATED AT BEGINNING WIDE WHITE
CURB SECTIONS OF ROADWAY (NO GUTTER)
DETAIL FOR LOCATION OF EDGE LINES ON
1 ARROW LOCATED AT THE BEGINNING OF THE SOLID LANE LINE.
Curb (N
o Gutt
er)
VIRGINIA DEPARTMENT OF TRANSPORTATION
704
PM-3
REFERENCE
SPECIFICATION
NOTES:
TYPICAL PAVEMENT MARKING
INTERSECTION DETAILS
SPECIFIED IN THE CONTRACT DOCUMENTS
4" MARKING UNLESS OTHERWISE 8" MAX.
4" MIN.CONTRACT DOCUMENTS.
OTHERWISE SPECIFIED IN THE
ARE PRESENT UNLESS
WHERE CURB AND GUTTERS
NO EDGE LINE REQUIRED
THAN 100’ LONG
IN TAPERS MORE
DOTTED EXTENSION
THAN 100’ LONG
IN TAPERS MORE
DOTTED EXTENSION
OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS
SOLID WHITE LINE TO END OF TAPER UNLESS
CONTRACT DOCUMENTS
UNLESS OTHERWISE SPECIFIED IN THE
SOLID WHITE LINE TO END OF TAPER
DETAIL FOR LANE LINE MARKINGS AT DUAL TURN LANES
DUAL TURN LANES ADDED AT THE SAME TAPER LOCATION
EDGE LINE
DUAL TURN LANE ADDED ADJACENT TO A MANDATORY TURN MOVEMENT LANE (DROP LANE)
(DROP LANE) MARKINGS
MOVEMENT LANE
MANDATORY TURN
SEE TABLE FOR
SOLID LANE LINE.
1 ARROW LOCATED AT MIDPOINT OF 8" WHITE
WIDTH DUAL TURN LANES
FOR � LENGTH OF FULL
SEGMENT, 30’ GAP)
BROKEN LINE (10’ WHITE LINE
WIDTH DUAL TURN LANES
FOR � LENGTH OF FULL
SOLID LANE LINE
TURN ARROWS
TURN ARROWS
WITH SHEET 4.
4. CROSSWALK MARKINGS, IF PROVIDED, SHALL BE IN ACCORDANCE
SHALL BE SPACED MIDWAY BETWEEN THE TURN ARROWS.
3. WHEN "ONLY" WORD MARKINGS ARE USED, THESE MARKINGS
SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
2. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS
THE CONTRACT DOCUMENTS.
SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN
WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE
NEW 01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.32
SHEET 3 OF 4
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
NOTES:
704
PM-3
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
TYPICAL PAVEMENT MARKING
DOCUMENTS
SPECIFIED IN THE CONTRACT
WIDTH UNLESS OTHERWISE
SOLID WHITE LINE 6" MIN.
SPACE
4’ MIN.
SPACE
4’ MIN. SPACE
4’ MIN.
CROSSWALK MARKINGS
TRANSVERSE LINES LONGITUDINAL LINES
LINE WIDTH (6" MIN.)
CONTRACT DOCUMENTS
AS SPECIFIED IN THE
CROSSWALK WIDTH (6’ MIN.)
(SEE NOTE 4)
AT SKEWED INTERSECTIONS
LONGITUDINAL LINES
DOCUMENTS
CONTRACT
IN THE
SPECIFIED
MIN.) AS
WIDTH (6’
CROSSWALK
DOCUMENTS
CONTRACT
IN THE
SPECIFIED
MIN.) AS
WIDTH (6’
CROSSWALK
DOCUMENTS
CONTRACT
IN THE
SPECIFIED
MIN.) AS
WIDTH (6’
CROSSWALK
(TRANSVERSE LINES)
CROSSWALK WIDTH
2’ MAX.
SEE NOTE 5
WHITE LINE
24" SOLID
2’ MAX.
WHITE LINE
24" SOLID
SEE NOTE 5
OF GUTTER PAN.
LAST LINES SHALL BE 2’ MAXIMUM FROM EDGE OF SHOULDER OR EDGE
ARE OUTSIDE THE WHEEL PATHS OF THRU TRAFFIC. THE FIRST AND
GAP SPACING MAY VARY IN ORDER TO ALIGN LINES SUCH THAT THEY
5. GAPS BETWEEN LONGITUDINAL LINES SHALL BE BETWEEN 2 - 5 FEET.
TRAFFIC.
LONGITUDINAL LINES SHALL BE PARALLEL TO THE PATH OF THRU
4. WHEN LONGITUDINAL LINES ARE SPECIFIED FOR THE CROSSWALK, THE
THE LEVEL LANDING AREA OF THE CURB RAMP.
STANDARD CG-12. THE CROSSWALK SHALL BE AT LEAST AS WIDE AS
3. CROSSWALKS SHALL ALIGN WITH CURB RAMPS IN ACCORDANCE WITH
BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
2. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL
MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
THESE STANDARDS, THE MUTCD AND THE VIRGINIA SUPPLEMENT TO THE
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH
NEW 01/15
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 4
1330.33
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
REVISION DATE
.
SHEET 1 OF 1
Áûß
Á
ÁßÁ¿h™G
˜ýßÁpüßÁËl”ƒ½üßÁÉûßÁ
ûßÁÖt�GqúßÁ�~? þßÁ�È
Á"}þšÛúßÁ
üßÁ[»•6 ýßÁ
ÿßÁsãŽÓþßÁþßÁ¨ÀˆüóþßÁ ÿÿÿýÐ�€ÿÿÿÿÁ
]úßÁ�…úßÁÛúßÁßÁŸ¿±YûßÁ
3Ùy<«ûßÁ
†½ûßÁûßÁ
Ã3ëç�üßÁ
2!üßÁüßÁÁÁ
ÿÿÿÿ
ßÁ
M•ÁûßÁ
¸ÔÄýßÁ¾|J�ÊüßÁ
Ì!ZýßÁ
Á
�ùßÁ�“Þ§ŽÿßÁ�kÿßÁ�“>ƺùßÁ
ßÁ³þ�UÿßÁ
ßÁ«;q¢gúßÁßÁÛ—…§ÑúßÁ
ßÁ
Á
”•ŽûßÁŠ¬Ð*�ûßÁ
�€î
³ýß
Á
lÿßÁü�@ÂÒýßÁ�
êçº+ûßÁ¡�uÏýßÁ
Ág£þ¯<ÿßÁ Á£Á älÿßÁVOID
VIRGINIA DEPARTMENT OF TRANSPORTATION
704
PM-5
REFERENCE
SPECIFICATION
NOTES:
TT
NEUTRAL ZONE
(50’ MINIMUM)
LINE SEGMENT
2’ WHITE
4’ GAP
TYPICAL PAVEMENT MARKING
LEFT TURN PAVEMENT MARKED MEDIAN
WITHOUT NEUTRAL ZONE
WITH NEUTRAL ZONE
SPEED
< 30 MPH
> 30 MPH
8:1
15:1
TAPER LENGTH (T) TABLE
RATIO
TAPER
WIDTH
TURN LANE
10 FT
80’
150’
T
WIDTH
TURN LANE
11 FT
90’
175’
WIDTH
TURN LANE
12 FT
100’
200’
LINE SEGMENT
2’ WHITE
4’ GAP
T
6’
12’
LINES @ 45°
YELLOW DIAGONAL
2 MIN. - 24" WIDE
5. THE PAVEMENT MARKINGS SHALL BE 4" WIDE UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS.
4. TURN ARROWS SHALL BE IN ACCORDANCE WITH PM-3.
TAPERS 100’ OR LESS: DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS.
3. TAPERS MORE THAN 100’: USE DOTTED EXTENSION (2’ LINE SEGMENTS / 4’ GAPS).
2. TAPER LENGTH SHALL BE PER THESE STANDARDS UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE
01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.50
SHEET 1 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
704
VIRGINIA DEPARTMENT OF TRANSPORTATION
25’ MIN.
50’ 8’ 10’ 8’
75’ MIN.
0
45
25’
12’
PM-5
NOTES:
YELLOW SOLID LINE30’ GAP
8’ 10’ 8’
30’ GAPYELLOW SOLID LINE
SEE NOTE 3
SEGMENT
10’ YELLOW LINE
4’ GAP
2’ WHITE LINE SEGMENT
TYPICAL PAVEMENT MARKING
TWO-WAY LEFT-TURN LANE
TYPE A (PREFERRED)
TYPE B (SEE NOTE 6)
4’ GAP
2’ WHITE LINE SEGMENT
WHITE LINE
50’ MINIMUM SOLID
YELLOW LINE
DOUBLE
YELLOW LINE
DOUBLE
6’
TWO-WAY LEFT-TURN LANE.
TO THE BEGINNING OF THE THE FULL WIDTH
24" SOLID YELLOW DIAGONAL LINES AT 45°
SEGMENT
10’ YELLOW LINE
SEE NOTE 3
7 AND 8)
T (SEE NOTES
OTHERWISE REQURED BY THE ENGINEER.
SOLID WHITE LINE TO END OF TAPER UNLESS
SEE NOTE 4
SEE NOTE 4
50’ MIN.
THE EXCLUSIVE LEFT-TURN LANE.
BE INSTALLED AT THE BEGINNING OF
ADDITIONAL TURN LANE ARROW SHALL
CONTRACT DOCUMENTS.
TAPERS 100’ OR LESS: DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE
8. TAPERS MORE THAN 100’: USE DOTTED EXTENSION (2’ LINE SEGMENTS / 4’ GAPS).
BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
7. REFER TO THE TAPER LENGTH TABLE ON SHEET 1 FOR "T". TAPER LENGTH SHALL
STORAGE LENGTH IS LIMITED.
6. THE DETAIL FOR TYPE B MAY BE USED IN AREAS WHERE THE AVAILABLE
AT SIGNALIZED INTERSECTIONS OR ON STOP-CONTROLLED APPROACHES.
5. STOP LINES SHALL BE 24 INCHES IN WIDTH. STOP LINES SHALL ONLY BE USED
4. TURN ARROWS SHALL BE IN ACCORDANCE WITH PM-3.
ENGINEER.
SPACING CAN BE INCREASED OR DECREASED AS DETERMINED BY THE
3. TYPICAL SPACING BETWEEN OPPOSING TURN ARROWS SHALL BE 300 FEET.
THE CONTRACT DOCUMENTS.
2. THE PAVEMENT MARKINGS SHALL BE 4" WIDE UNLESS OTHERWISE NOTED IN
UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD,
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 2
1330.51NEW 01/15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
REVISION DATE
.
SHEET 1 OF 1
6" WHITE LINE
50’ MIN.
PM-6
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION704
TYPICAL PAVEMENT MARKING
NOTES:
BICYCLE LANE
2’ WHITE LINE SEGMENT (6" WIDE)
30’ GAP
4’ GAP
6’
6’
SEE NOTE 2
6’
10’ WHITE LINE SEGMENT
6" WHITE LINE
SEE NOTE 2
MOTOR VEHICLE LANES
6" SOLID WHITE LANE LINE
6" SOLID WHITE LANE LINE
6" SOLID WHITE LANE LINE
MOTOR VEHICLE LANES
MOTOR VEHICLE LANES
4’ MIN
12’ MIN.
5’ MIN.
LANE
BIKE
5’ MIN.
LANE
BIKE
12’ MIN.
IN THE CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED
WHERE CURB IS PRESENT
RIGHT EDGE OF BICYCLE LANE
NO EDGE LINE REQUIRED ON
GUARDRAIL
TYPICAL BIKE LANE CROSS SECTIONS
OPTIONAL 4" SOLID WHITE LANE LINE
(SEE NOTE 5)
PARKING(SEE NOTE 5)
PARKING
(SEE NOTE 6)
4’ MIN.
LANE
BIKE
(SEE NOTE 6)
5’ MIN.
LANE
BIKE
5’ MIN.
LANE
BIKE
6’ MIN.
LANE
BIKE
AREA IS NOT PERMITTED.
6. DELINEATING BICYCLE LANES WITHIN THE LIMITS OF A REQUIRED PAVED SHOULDER
FOR ADDITIONAL REQUIREMENTS.
COMMERCIAL AND MIXED-USE STREETS. REFER TO THE VDOT ROAD DESIGN MANUAL
5. PARKING LANE WIDTH SHALL BE 7’ FOR RESIDENTIAL STREETS AND 8’ FOR
4. SEE PM-10 FOR HELMETED BICYCLIST SYMBOL AND ARROW DETAILS.
3. BICYCLE LANE SYMBOLS SHALL BE PLACED A MAXIMUM OF 500’ APART.
100’ IN LENGTH.
SEPARATING THE BICYCLE LANE FROM THE RIGHT TURN LANE IS GREATER THAN
END OF THE SOLID WHITE LINE AT RIGHT TURN LANES IF THE SOLID WHITE LINE
RIGHT TURN LANE TAPER AS SHOWN. THEY SHALL ALSO BE PLACED 6’ FROM THE
BICYCLIST SYMBOL SHALL BE PLACED JUST PRIOR TO THE BEGINNING OF THE
2. PAVEMENT MARKINGS CONSISTING OF BICYCLIST THRU ARROW AND HELMETED
OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE
01/15
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1330.60
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
704
PM-6
REFERENCE
SPECIFICATION
TYPICAL PAVEMENT MARKING
6’
INTERSECTION
BEYOND THE
STOPS IMMEDIATELY
LINE FOR BUS
OPTIONAL DOTTED
THE CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN
WHERE CURB IS PRESENT
RIGHT EDGE OF BICYCLE LANE
NO EDGE LINE REQUIRED ON
WHERE PARKING IS PROHIBITED
EXAMPLE OF APPLICATION
WHERE PARKING IS PERMITTED
EXAMPLE OF APPLICATION
4" WHITE LINE
6" WHITE LINE
MINOR INTERSECTION
SIGNALIZED INTERSECTION
BICYCLE LANE AND MARKED SHARED LANE
FOR NOTES.
SEE SHEET 1
MARKED SHARED LANE
NOTES:
SEE NOTES 4 AND 5
SEE NOTES 4 AND 5
ARE PERMITTED
4’ GAP) IF RIGHT TURNS
LINE (2’ LINE SEGMENT /
50’ TO 200’ OF DOTTED
ARE PERMITTED
4’ GAP) IF RIGHT TURNS
LINE (2’ LINE SEGMENT /
50’ TO 200’ OF DOTTED
ARE PERMITTED
4’ GAP) IF RIGHT TURNS
LINE (2’ LINE SEGMENT /
50’ TO 200’ OF DOTTED
ARE PERMITTED
4’ GAP) IF RIGHT TURNS
LINE (2’ LINE SEGMENT /
50’ TO 200’ OF DOTTED
6. SEE PM-10 FOR SHARED LANE MARKING SYMBOL DETAILS.
THERE IS NO CURB.
FACE OF CURB, OR FROM THE EDGE OF PAVEMENT WHERE
SHARED LANE MARKINGS SHALL BE AT LEAST 4’ FROM THE
TRAVEL LANE LESS THAN 14’ WIDE, THE CENTER OF THE
5. ON STREETS WITHOUT ON-STREET PARKING AND AN OUTSIDE
PAVEMENT WHERE THERE IS NO CURB.
11’ FROM THE FACE OF CURB, OR FROM THE EDGE OF
CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST
4. IN SHARED LANES WITH ON-STREET PARALLEL PARKING, THE
GREATER THAN 250 FEET.
AFTER AN INTERSECTION AND SPACED AT INTERVALS NOT
3. SHARED LANE MARKINGS SHALL BE PLACED IMMEDIATELY
A SPEED LIMIT ABOVE 35 MPH.
SHOULDERS, IN BICYCLE LANES, OR ON ROADWAYS THAT HAVE
2. SHARED LANE MARKINGS SHALL NOT BE USED IN PAVED
SPECIFIED IN THE CONTRACT DOCUMENTS.
VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE
ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN
NEW 01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.61
SHEET 2 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
THIS PAGE INTENTIONALLY LEFT BLANK
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
.
REVISION DATE
RR
WIDTH MAY VARY
ACCORDING TO LANE WIDTH.
15’
50’
8’
6’
20’
LANE CL
APPROX. 15’
15’
W10-1
SEE NOTE 5
TYPICAL PAVEMENT MARKING
VIRGINIA DEPARTMENT OF TRANSPORTATION
PM-7
REFERENCE
SPECIFICATION
704
16" LINE
A PORTION OF THE PAVEMENT MARKING
SYMBOL SHOULD BE DIRECTLY OPPOSITE
IF NEEDED, SUPPLEMENTAL PAVEMENT
MARKING SYMBOLS MAY BE PLACED
BETWEEN THE ADVANCE WARNING SIGN
AND THE CROSSING, BUT SHOULD BE AT
LEAST 50’ FROM THE STOP OR YIELD LINE.
NOTES:
THE ADVANCE WARNING SIGN (W10-1).
RAILROAD - HIGHWAY GRADE CROSSING
GATE (IF PRESENT)
8’ UPSTREAM FROM
STOP LINE APPROXIMATELY
24"
24"
20’
ALL REQUIRED TRAFFIC CONTROL DEVICES ARE SHOWN.
WARNING SIGN AND PAVEMENT MARKING PLACEMENT, NOT
IN AN EFFORT TO SIMPLIFY THE FIGURE TO SHOW
PAY ITEM)
24" (SEPARATE
PAY ITEM)
24" (SEPARATE
CROSSINGS WITH YIELD SIGNS INSTALLED.
6. YIELD LINES MAY BE USED INSTEAD OF STOP LINES AT PASSIVE GRADE
(CONDITION B) OF THE MUTCD.
SIGN SHALL BE IN ACCORDANCE WITH SECTION 2C.05 AND TABLE 2C-4
5. THE PLACEMENT OF THE GRADE CROSSING ADVANCE WARNING (W10-1)
CROSSINGS (NO AUTOMATED TRAFFIC CONTROL DEVICES).
4. REFER TO THE MUTCD FOR SIGNING REQUIREMENTS AT PASSIVE GRADE
3. SEE PM-10 FOR RAILROAD CROSSING (RXR) SYMBOLS DETAILS.
(RXR) SYMBOLS SHALL BE USED IN EACH APPROACH LANE.
ACROSS ALL APPROACH LANES, AND INDIVIDUAL RAILROAD CROSSING
2. ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHALL EXTEND
MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.
THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH
01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.70
SHEET 1 OF 1
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
704
PM-8
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
KEY:
80’
NOT TO SCALE
NOTES:
TWO-WAY LEFT TURN LANE AND CENTER LANE LEFT TURN
GENERAL PLACEMENT
INDICATES DIRECTION OF TRAVEL
PAVEMENT MARKING
3"
PAVEMENT MARKING
6"
PAVEMENT MARKINGPAVEMENT MARKING
10’ 15’ 15’
NOTE: PAVEMENT
MARKING LINES
SHALL NOT OVERLAP
THE MARKERS.
MARKER TYPE
WHITE SNOWPLOWABLE RAISED
TEMPORARY
YELLOW SNOWPLOWABLE RAISED
BACKSIDE COLOR
RED
BLANK
BLANK
RAISED PAVEMENT MARKER COLOR
ALL TYPES
LOCATION DETAILS
TO SOLID LINE
MARKERS ADJACENT
DOUBLE SOLID LINES
MARKERS BETWEEN
MARKERS SUPPLEMENTING BROKEN LINES
INDICATING RETROREFLECTIVE FACE
TWO WAY TRAFFIC MARKER, WITH POINTS
INDICATING RETROREFLECTIVE FACE
ONE WAY TRAFFIC MARKER, WITH POINT
TRAFFIC
ONE WAY
TRAFFIC
TWO WAY
PAVEMENT MARKING
MATCH ADJACENT
TYPICAL RAISED PAVEMENT MARKER
UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS.
6. RAISED PAVEMENT MARKERS SHALL BE OMITTED ON BRIDGE DECKS
CONTRACT DOCUMENTS.
PAVEMENT MARKERS (SRPMS) UNLESS OTHERWISE NOTED IN THE
5. ALL RAISED PAVEMENT MARKERS SHALL BE SNOWPLOWABLE RAISED
RAISED PAVEMENT MARKERS SHALL BE AS SHOWN IN THE TABLE BELOW.
ADJACENT PAVEMENT MARKING. THE COLOR OF THE BACKSIDE OF
4. RAISED PAVEMENT MARKERS SHALL BE THE SAME COLOR AS THE
INCHES FROM ANY SEAM OR PAVEMENT JOINT.
3. ALL RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT LEAST 2
AS DIRECTED BY THE ENGINEER. SEE SHEET 2 FOR SPECIFIC EXAMPLES.
MORE, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS OR
SHALL BE 40’ C-C WHEN USED ON HORIZONTAL CURVES OF 3° OR
SECTION OF ROADWAY OR ON HORIZONTAL CURVES LESS THAN 3°, AND
2. TYPICAL SPACING SHALL BE 80’ C-C WHEN USED ON A TANGENT
ENGINEER PRIOR TO INSTALLATION.
1. EXACT LOCATIONS OF THE MARKERS SHALL BE APPROVED BY THE
01/15
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1330.80
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
40’ C TO C
80’ C TO C
TYPE C TYPE D
TYPE E
TYPE HTYPE F
80’ C TO C
TYPE G
TYPE A TYPE B
TYPE I
TWO OR MULTI-LANE UNDIVIDED HIGHWAY
TWO OR MULTI-LANE UNDIVIDED HIGHWAY
704
PM-8
REFERENCE
SPECIFICATION
NOT TO SCALE
SEE NOTE
20’ C TO C SPACING
SEE NOTE
SEE NOTE
SEE NOTE
20’ C TO C SPACING
NOT TO SCALEGOREPHYSICAL
THEORETICAL GOREGOREPHYSICALTHEORETICAL GORE
ONE-WAY PASSING ZONE
TWO-WAY PASSING ZONE
EXIT RAMP ENTRANCE RAMP
ONE-WAY PASSING ZONE
KEY:
INDICATES DIRECTION OF TRAVEL
RETROREFLECTIVE FACE
RETROREFLECTIVE FACE
LOCATION DETAILS
TYPE J
84’ C TO C
LANE DROP OR AUXILIARY LANE
MULTI-LANE HIGHWAY
TYPICAL RAISED PAVEMENT MARKER
TWO WAY TRAFFIC MARKER, WITH POINTS INDICATING
ONE WAY TRAFFIC MARKER, WITH POINT INDICATING
THEORETICAL GORE.
80’ UPSTREAM OF
INSTALLED A MINIMUM OF
NOTE: MARKERS TO BE
THEORETICAL GORE.
80’ DOWNSTREAM OF
INSTALLED A MINIMUM OF
NOTE: MARKERS TO BE
TANGENT
MULTI-LANE HIGHWAY
HORIZONTAL CURVES OF 3°OR MORE
MULTI-LANE HIGHWAY
OR CONTRACT DOCUMENTS.
DIRECTED BY THE ENGINEER
YELLOW LINE, OR WHEN
LOCATED BETWEEN DOUBLE
WHEN SEAM IS NOT
NOTE: SHALL BE USED
CONTRACT DOCUMENTS.
THE ENGINEER OR
OR WHEN DIRECTED BY
BROKEN YELLOW LINE,
YELLOW LINE AND
LOCATED BETWEEN
WHEN SEAM IS NOT
NOTE: SHALL BE USED
CONTRACT DOCUMENTS.
BY THE ENGINEER OR
LINE, OR WHEN DIRECTED
BETWEEN DOUBLE YELLOW
WHEN SEAM IS LOCATED
NOTE: SHALL BE USED
CONTRACT DOCUMENTS.
BY THE ENGINEER OR
LINE, OR WHEN DIRECTED
AND BROKEN YELLOW
BETWEEN YELLOW LINE
WHEN SEAM IS LOCATED
NOTE: SHALL BE USED
CURVES OF 3° OR MORE
40’ C-C ON HORIZONTAL
80’ C-C ON TANGENTS
CURVES OF 3° OR MORE
40’ C-C ON HORIZONTAL
80’ C-C ON TANGENTS
CURVES OF 3° OR MORE
40’ C-C ON HORIZONTAL
80’ C-C ON TANGENTS
CURVES OF 3° OR MORE
40’ C-C ON HORIZONTAL
80’ C-C ON TANGENTS
NEW 01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1330.81
SHEET 2 OF 2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
704
PM-9
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
10’ 30’
10’ 30’
(ONE-WAY PASSING ZONE)
PARALLEL SOLID AND BROKEN LINES
MIN.
10’
PARALLEL SOLID LINE SPACING (NO PASSING ZONE)
NOTES:
(SEE NOTE 1)
4" MIN.
LOCATION DETAILS
PAVEMENT MARKING
LINE WIDTH (4")
4" MIN. (SEE NOTE 1)
LINE WIDTH (4")
BETWEEN THE TWO PARALLEL LINES.
6" WIDE IF RAISED PAVEMENT MARKERS ARE PRESENT
1. THE SPACE BETWEEN TWO PARALLEL LINES SHALL BE
01/15
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
1330.90
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
704
REFERENCE
SPECIFICATION
PM-10
24
GRID
UNIT
S
APPLICATIONHEIGHT
CHARACTER
SIZE
GRID UNIT
6’
8’
3"
4"
< 40 MPH
ROADWAYS
LOW SPEED
> 45 MPH
ROADWAYS
HIGH SPEED
SYMBOL
SCHOOL
ONE-LANE
24
GRID
UNIT
S24
GRID
UNIT
S
3. SPACE 1 GRID UNIT MINIMUM BETWEEN CHARACTERS OR AS OTHERWISE SHOWN (OPTICAL SPACING MAY BE USED).
2. VERTICAL STROKES ARE 1 UNIT WIDE, HORIZONTAL STROKES ARE 4 UNITS HIGH.
1. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 GRID UNITS WIDE (EXCEPT LETTER "I" AND THE NUMBER "1" WHICH ARE 1 GRID UNIT WIDE).
1 GRID UNIT
1 GRID UNIT
LETTERS AND NUMERALS DETAILS
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
10’ 5"
SYMBOL
SCHOOL
TWO-LANE
NEW 01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.10
SHEET 1 OF 15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
NOTES:
4 GRID UNITS
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PM-10
LEGEND 6’ HIGH
17.5
PAINT APPLICATION
8’ HIGH
30.5
8’ HIGH6’ HIGH
42.0 75.0
ERADICATION
LEGEND 6’ HIGH
12.0
11.0
PAINT APPLICATION
8’ HIGH
21.5
19.0
8’ HIGH6’ HIGH
30.5 53.5
43.024.0
ERADICATION
14.0 24.5 33.0 59.0
13.0 23.0 28.5 51.0
15.0 26.5 33.0 59.0
13.0 22.5 33.0 59.0
15.0 27.0 33.0 59.0
5.0 9.0 15.0 27.0
14.5 25.5 33.0 59.0
13.5 23.5 33.0 59.0
11.0 20.0 33.0 59.0
19.0 34.0 42.0 75.0
11.0 19.5 24.0 43.0
8.0 13.5 15.0 27.0
17.5 30.5 42.0 75.0
14.5 26.0 37.5 67.0
15.5 28.0 46.5 83.0
13.5 24.0 33.0 59.0
16.5 29.0 42.0 75.0
12.5 22.5 33.0 59.0
6.0 10.5 15.0 27.0
13.5 24.0 33.0 59.0
7.0 12.5 15.0 27.0
14.0 24.5 33.0 59.0
12.0 21.0 28.5 51.0
13.5 24.0 37.5 67.0
LANE)
(ONE
34.5
NOTES:PAVEMENT WORD MARKINGS
SQUARE FOOT AREAS OF PAVEMENT WORD MARKINGS
SQUARE FOOT AREAS OF
1’-4"8"
9’-4"
~
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
WORDS DETAILS
8’-
0"
= ~
AND 2)
NOTES 1
(SEE
AND 2)
NOTES 1
(SEE
ERADICATION AREA 8’-0" x 9’-4" 74.7 SQ.FT.
LANE)
(ONE
91.0
OPPOSING TRAVEL LANES.
EXTEND BEYOND THE CENTERLINE INTO
MESSAGE PAVEMENT MARKINGS SHALL NOT
4. ON UNDIVIDED ROADWAYS, SYMBOL AND
SYMBOL. SEE EXAMPLE.
ENCOMPASS THE TOTAL WORD MESSAGE OR
THE PAINTED AND NON-PAINTED AREAS THAT
PAVEMENT MARKING THAT INCLUDES BOTH
OUTERMOST LIMITS OF THE NON-LINEAR
A "THEORETICAL BOX" DEFINED BY THE
3. NON-LINEAR ERADICATION AREA IS BASED ON
OF 193.0 SQ.FT.
AREA OF 53.5 SQ.FT. AND ERADICATION AREA
SYMBOL IS 10’ HIGH WITH PAINT APPLICATION
2. TWO-LANE APPLICATION OF "SCHOOL"
INCHES.
LETTERS SHALL BE SEPARATED BY FOUR
WITH A WIDTH GREATER THAN 10.5’, THE
INCHES. WHEN INSTALLED IN A SINGLE LANE
LETTERS SHALL BE SEPARATED BY THREE
LANE WITH A WIDTH LESS THAN 10.5’, THE
IS 8’ HIGH. WHEN INSTALLED IN A SINGLE
1. ONE-LANE APPLICATION OF "SCHOOL" SYMBOL
EXAMPLE (8’ LETTERS)
ERADICATION AREA
THEORETICAL BOX
NEW 01/15
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 15
1340.11
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
DESCRIPTIONSYMBOL
AREAS OF SYMBOLS AND ARROWSSQUARE FOOT
VIRGINIA DEPARTMENT OF TRANSPORTATION
704
REFERENCE
SPECIFICATION
PM-10
6.5
9.5
35.5
11.5
12.0
17.5
28.5
37.5
27.0
44.0
24.0
20.5ROUNDABOUTS (LEFT)
FISH-HOOK LANE-USE ARROW FOR
ROUNDABOUTS (LEFT/THROUGH)
FISH-HOOK LANE-USE ARROW FOR
ROUNDABOUTS (THROUGH/RIGHT)
FISH-HOOK LANE-USE ARROW FOR
(LEFT/THROUGH/RIGHT)
ROUNDABOUTS
FISH-HOOK LANE-USE ARROW FOR
3.5
31.5
39.5
31.0
(LEFT OR RIGHT)
LANE-REDUCTION ARROW
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
SQUARE FOOT AREAS OF SYMBOLS AND ARROWS
SYMBOL DESCRIPTION
SMALL YIELD AHEAD TRIANGLE 26.0
37.0LARGE YIELD AHEAD TRIANGLE
RAILROAD CROSSING SYMBOL 60.0
5.0
22.0ACCESSIBILITY - SPECIAL SIZED
INTERNATIONAL SYMBOL OF
APPLICATION
PAINT ERADICATION
APPLICATION
PAINT ERADICATION
AREAS OF SYMBOLS AND ARROWSSQUARE FOOT
3.0 (EACH)
0.75 (EACH)
(ASPHALT SURFACE)
HOV DIAMOND SYMBOL
SYMBOL (CONCRETE SURFACE)
HOV DIAMOND CONTRAST
SHARED LANE MARKING SYMBOL
32.0
10.0
51.0
80.0
81.0
39.0
70.0
12.0
29.0
20.0
31.5
22.5
78.0
127.5
133.5
114.5
195.0
142.0
1.5 (EACH)
6.0 (EACH)
120.0
160.0
~= ~
10'-0"
12'-
9"
ERADICATION AREA 12'-9" x 10'-0" 127.5 SQ.FT.
4.5
96.0
99.0
ROUNDABOUTS
LANE-USE ARROW FOR
OPTIONAL OVAL FOR FISH-HOOK
THRU ARROW
(LEFT OR RIGHT)
SINGLE TURN ARROW
RIGHT/THROUGH)
(LEFT/THROUGH OR
DOUBLE TURN ARROW
OR
OR
(LEFT/THROUGH/RIGHT)
TRIPLE TURN ARROW
(LEFT/RIGHT)
DOUBLE TURN ARROW ARROW
OR
WRONG-WAY ARROW
YIELD LINE TRIANGLE (1' x 1.5')
YIELD LINE TRIANGLE (2' x 3')
BICYCLIST THRU ARROW
OR (LEFT OR RIGHT)
BICYCLIST TURN ARROW
BICYCLIST SYMBOL
HELMETED
TURN ARROW)
ERADICATION AREA EXAMPLE (TRIPLE
THEORETICAL BOX
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.12
SHEET 3 OF 15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
02/16
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PM-10
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
ARROW DETAILS
1’-0"
6’-4"
2’-4" 3’-2"
2’-4"
4’-
0"
3’-
0"
1’-
0"
2’-
8"
1’-
8"
1’-
4"
8’-
0"
1’-
7"
9"
L
R = 2’-4"
R = 3’-3"
4"1’-0"
3’-4"
1’-8"
L
4’-
0"
1’-2"1’-2"
4’-
6"
9’-
6"
1’-0"
7’-6"
3’-9"
2’-4"
4’-
0"
3’-
0"
1’-
0"
12’-
9"
L
R = 2’-4"
R = 3’-3"
4" 1’-2"1’-2"
2’-
8"
1’-
8"
1’-
4"
1’-
7"
9"
4’-
0"
7’-
9"
NOTES:
1’-
0"
1’-
0"
8" 2’-4" 8"
C
LANE
C
LANE
C
LANE
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 4 INCHES
THRU ARROW(LEFT OR RIGHT)
SINGLE TURN ARROW
RIGHT/THRU)
(LEFT/THRU OR
DOUBLE TURN ARROW
NEW 01/15
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 15
1340.13
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
704
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
ARROW DETAILS
PM-10
1’-0"
10’-0"
2’-4" 2’-0"
2’-11"
3’-
8"
2’-
4"
2’-
0"
2’-
0"
1’-
8"
8’-
0"
2’-
4"
R = 4’-3"
R = 3’-3"
NOTES:
L
8"
2’-4"4"3"
1’-
3"
7"
1’-0"
10’-0"
2’-4" 2’-0"
2’-11"
3’-
8"
2’-
4"
2’-
0"
2’-
0"
1’-
8"
2’-
4"
R = 4’-3"
R = 3’-3"
L
8"
2’-4"4"3"
1’-
3"
7"
5’-0"
5’-0"
3’-4"
C
LANE
C
LANE
12’-
9"
4’-
0"
7’-
9"
1’-
0"
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 4 INCHES
(LEFT/THRU/RIGHT)
TURN TURN ARROW
(LEFT/RIGHT)
DOUBLE TURN ARROW
NEW 01/15
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.14
SHEET 5 OF 15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
PM-10
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
ARROW DETAILS
NOTES:
LA
NE
C L
20°
3’-5"
1’-8"
5’-6"
1’-8" 2’-2"
18’-
0"
5’-
9"
9’-
0"
2’-
4"
11"
11"
2’-9"2’-9"
14’-
7"
8’-
4"
23’-
6"
7’-
0"
16’-
6"
2’-
6"
8"
5’-8"
5’-0"
9’-
9"
LC
LANE
2’-6"
8"
14’-
6"
20’-
6"
3’-5"
2’-8"
4’-
6"
8’-
0"
9’-6"
1’-8"
6"
1’-
8"
1’-
8"
1’-
3�
"4’-�
"
4"
1’-1"1’-2"
ELLIPSES
POINT OF
CENTER LANE
LEFT-MOST
FOR
OPTIONAL
LANE USE
ARROW(S) WITH
MATCH
10"10"
4’-�
"
6"
1’-
8�
"12"
12"
12"
12" 12"12"
1’-
8"
1’-
8"
10"10"
4’-
2"
4"4"
1’-
8"
2’-8"
1’-11"
4’-
11"
1’-
8"
2’-
5"
1’-
2�
"
6"
12"
4’-�
"2’-
8"
2’-7"
3’-9"3’-1"
3’-11"
3’-5" LA
NE
C L
20°
1’-
4"
ROUNDABOUTS
ARROW FOR
FISH-HOOK LANE-USE
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 6 INCHES
ARROW (LEFT)
LANE REDUCTION
LA
NE
CL
ARROW (RIGHT)
LANE REDUCTION
1 GRID UNIT = 1 FOOT
SHOWN FOR CLARITY WRONG-WAY ARROW
01/15
ROAD AND BRIDGE STANDARDS
SHEET 6 OF 15
1340.15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
704
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
SYMBOL DETAILS
PM-10
NOTES:
2'-0"
3'-0"
L
1'-6"
C
LANE
13'-
0"
(ASPHALT SURFACE)
HOV DIAMOND SYMBOL
6'-
6"
8'-
7"
6"
2'-0"
3'-0"
L
2'-0"
C
LANE
8'-
8•
"
8'-
7"
6"
6"
2'-
2•
"
2'-
2•
"2'-
2•
"
4'-0"
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 4 INCHES
17'-
5"(CONCRETE SURFACE)
CONTRAST SYMBOL
HOV DIAMOND
MARKING
BLACK
MARKING
WHITE
LC
SYMBOL
6" 3 TO 12"1'-0"
1'-
6"
LC
SYMBOL
3'-
0"
1'-0"2'-0" 3 TO 12"
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.16
SHEET 7 OF 15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
(1' x 1.5' TRIANGLES)
YIELD LINE TRIANGLE
(2' x 3' TRIANGLES)
YIELD LINE TRIANGLE
02/16
PM-10
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
SYMBOL DETAILS
2’-0"
1’-0"
L
6’-
0"
C
LANE
8"8" 8"
2’-
6"
3’-
0"
6"
3’-4"
L
6’-
0"
C
LANE
1’-8"
8"
4’-10"
1’-10"
L
R = 1’-9"
R = 2’-5"
3"
C
LANE
NOTES:
6’-
0"
2’-
0"
2’-5"
8"
1’-10" 5"
2’-
3"
9"
3’-
0"
1’-
0"
7"
1’-
3"
1’-
2"
1’-
6"
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 4 INCHES
1’-
2�
"
9"
3"
7"
6"
9�
"
1’-
2"
7"
3�
"
1’-
2�
"
5"5"
1’-
10�
"2’-
7"
3" 8" 3"3"
11"11�" 8"9�"
1’-6�"1’-3"
6�"
L
9’-
4"
C
LANE
1’-8"
6’-
0"
3’-4"
6"
6" 16"
8"
8"
8"
6"
1’-
5"
4�
"4�
"5"
1’-
5"
4’-
0"
8�
"
7"
4�
"1�"
1’-�"
1"
4"
1�"
1’-�"
6�
"1’-
11"
1’-2" 1’-3"11"
SHARED LANE MARKING SYMBOL
ARROW
BICYCLIST THRU
(LEFT OR RIGHT)
ARROW
BICYCLIST THRU
SYMBOL
HELMETED BICYCLIST
ROAD AND BRIDGE STANDARDS
SHEET 8 OF 15
1340.17
REVISION DATE
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
704
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
SYMBOL DETAILS
PM-10
6’-0"
LC
LANE
3’-0"
NOTES:
8"
3’-3"
20’-
0"
3’-
0"
4’-
6"
12’-
6"
TRIANGLE - LARGE
YIELD AHEAD
6’-0"
LC
LANE
3’-0"
8"
3’-0"
2’-
6"
13’-
0"
TRIANGLE - SMALL
YIELD AHEAD
3’-
0"
7’-
6"
LC
LANE
20’-
0"
16"
4’-0"
8’-0"
5’-6"
12" 12"
SYMBOL
RAILROAD CROSSING
1’-3"1’-3"
1’-5" 2’-3�"2’-3�"
5"
5"
3’-
9"
2’-
3"
6’-
7"
6’-
7"10’-
0"
7’-
11�
"4’-
1"
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 6 INCHES
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.18
SHEET 9 OF 15
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
PM-10
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
SYMBOL DETAILS
NOTES:
2"
RADII
POINT OF
CENTER
2"
MARKING
BLUE
WIDTH = 4"
STROKE
WHITE
4"
1’-
1�
"
2’-4"
LC
SYMBOL
4" 4" 4"4"
�"
4’-8"
3’-0"
2"2"
1’-6"
1�"
1’-1" 1’-5�"5�"
SPECIAL SIZED
OF ACCESSIBILITY -
INTERNATIONAL SYMBOL
4"
4"
5"
4"
2"
3’-
5"
4’-
9"
4"
4"
1’-
4"
CONTRACT DOCUMENTS.
UNLESS OTHERWISE SPECIFIED IN THE
2. ALL SYMBOLS/LEGEND SHALL BE WHITE
1. 1 GRID UNIT = 2 INCHES
1’-
0"
5�
"1’-�
"
NEW 01/15
ROAD AND BRIDGE STANDARDS
SHEET 10 OF 15
1340.19
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
72.0
90.0
ON DARK PAVEMENT
ON LIGHT PAVEMENT
90.0
27.5
ON DARK PAVEMENT
ON LIGHT PAVEMENT 37.5
SYMBOL HEIGHT
98.0
37.5
50.5
49.0
66.0
15.0 FT 17.5 FT 20.0 FT
(ON LIGHT OR DARK PAVEMENT)
2 DIGITS INTERSTATE SHIELD
(ON LIGHT OR DARK PAVEMENT)
3 DIGITS INTERSTATE SHIELD
ON DARK PAVEMENT
ON LIGHT PAVEMENT 27.5
90.0
ON DARK PAVEMENT
ON LIGHT PAVEMENT 37.0
37.0
50.5
48.5
65.5
128.0
122.5 160.0
122.5 160.0
112.5 153.5 200.0
ON DARK PAVEMENT
ON LIGHT PAVEMENT 30.0
90.0
ON DARK PAVEMENT
ON LIGHT PAVEMENT 31.0
41.0
42.0
53.5
55.0
122.5 160.0
1 OR 2 DIGITS U.S. ROUTE SHIELD
112.5 153.5 200.0
122.5 160.0
112.5 153.5 200.0
DESCRIPTION PAINT APPLICATION
15.0 FT 17.5 FT 20.0 FT
ERADICATION
122.5 160.0
200.0153.5112.5
122.5 160.0
200.0153.5112.5
122.5 160.0
200.0153.5112.5
122.5 160.0
200.0153.5112.5
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
704
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
PM-10
SQUARE FOOT AREAS OF ROUTE SHIELD SYMBOLS
SQUARE FOOT AREAS OF ROUTE SHIELD SYMBOLS
4 DIGITS VA SECONDARY RTE SHIELD
3 DIGITS VA SECONDARY RTE SHIELD
3 DIGITS VA PRIMARY RTE SHIELD
2 DIGITS VA PRIMARY RTE SHIELD
3 DIGITS U.S. ROUTE SHIELD
15’-
0"
6’-0"
~= ~ERADICATION AREA 15’-0" x 6’-0" 90.0 SQ.FT.
90.0
90.0
90.0
90.0
(15’ SYMBOL HEIGHT)
ERADICATION AREA EXAMPLE
THEORETICAL BOX
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.20
SHEET 11 OF 15
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
LC
LANE
7.5 GU
23
GU
6.5
GU
0.5
GU
30
GU
7.5
GU
16
GU
15 GU
2.67 GU 2.67 GU2.67 GU
0.67 GU 0.67 GU
0.5
GU
LIGHT PAVEMENT
SHIELD ON DARK OR
3 DIGITS INTERSTATE
LC
LANE
23
GU
6.5
GU
0.5
GU
30
GU
7.5
GU
16
GU
12 GU
2.67 GU 2.67 GU
1.33 GU
0.5
GU
LIGHT PAVEMENT
SHIELD ON DARK OR
2 DIGITS INTERSTATE
MARKING
RED
MARKING
BLUE
6 GU
NOTES:
MARKING
BLUE
MARKING
RED
6" 15’-0" 6’-0" 7’-6" 8’-0" 1’-4"
9’-4"8’-9"7’-0"17’-6"7"
10’-8"10’-0"8’-0"20’-0"8"
"321’-6
"311’-9
PM-10
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
6.5
GU
6.5
GU
HEIGHT
SHIELD
SHIELD WIDTH
3 DIGITS2 DIGITS
NUMERAL DIMENSIONS
HEIGHT(GU) SIZE
GRID UNIT
NOTE 2)
WIDTH (SEE
ROUTE SHIELD DETAILS
MARKING
WHITE
MARKING
WHITE
WIDTH BY 4.
2. FOR THE NUMBER "1", DIVIDE NUMERAL
SHIELD AND NUMERIAL DIMENSIONS.
1. SEE TABLE FOR GRID UNIT (GU) SIZE AND
ROAD AND BRIDGE STANDARDS
SHEET 12 OF 15
1340.21
REVISION DATE
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
LC
LANE
7.5 GU
15 GU
0.5 GU
LC
LANE
30
GU
12 GU
0.5
GU
6 GU
NOTES: HEIGHT
SHIELD
SHIELD WIDTH
3 DIGITS2 DIGITS
NUMERAL DIMENSIONS
HEIGHT
6" 15’-0" 6’-0" 7’-6"
8’-9"7’-0"17’-6"7"
10’-0"8’-0"20’-0"8"
(GU) SIZE
GRID UNIT
6
GU
6
GU
18
GU
1.5 GU
3 GU 3 GU
30
GU
6
GU
6
GU
18
GU
3 GU 3 GU3 GU
0.75 GU0.75 GU
PAVEMENT
SHIELD ON LIGHT
3 DIGITS U.S. ROUTE
MARKING
BLACK
MARKING
BLACK
9’-0" 1’-6"
10’-6"
12’-0"
1’-9"
2’-0"
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
704
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
PM-10
NOTE 2)
WIDTH (SEE
ROUTE SHIELD DETAILS
MARKING
WHITE
MARKING
WHITE
WIDTH BY 4.
2. FOR THE NUMBER "1", DIVIDE NUMERAL
SHIELD AND NUMERIAL DIMENSIONS.
1. SEE TABLE FOR GRID UNIT (GU) SIZE AND
DARK PAVEMENT
ROUTE SHIELD ON
1 OR 2 DIGITS U.S.
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.22
SHEET 13 OF 15
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
PM-10
704
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
LC
LANE
7.5 GU
15 GU
0.5 GU
LC
LANE
30
GU
12 GU
0.5
GU
6 GU
NOTES:
6" 15’-0" 6’-0" 7’-6"
8’-9"7’-0"17’-6"7"
10’-0"8’-0"20’-0"8"
18
GU
1.5 GU
3 GU 3 GU
30
GU
3 GU 3 GU3 GU
0.75 GU0.75 GUMARKING
BLACK
MARKING
BLACK
9’-0" 1’-6"
10’-6"
12’-0"
1’-9"
2’-0"
4
GU
8
GU
18
GU
4
GU
8
GU
ON DARK PAVEMENT
PRIMARY ROUTE SHIELD
2 DIGITS VIRGINIA
ON LIGHT PAVEMENT
PRIMARY ROUTE SHIELD
3 DIGITS VIRGINIA
HEIGHT
SHIELD
SHIELD WIDTH
3 DIGITS2 DIGITS
NUMERAL DIMENSIONS
HEIGHT(GU) SIZE
GRID UNIT
NOTE 2)
WIDTH (SEE
ROUTE SHIELD DETAILS
WIDTH BY 4.
2. FOR THE NUMBER "1", DIVIDE NUMERAL
SHIELD AND NUMERIAL DIMENSIONS.
1. SEE TABLE FOR GRID UNIT (GU) SIZE AND
MARKING
WHITE
MARKING
WHITE
ROAD AND BRIDGE STANDARDS
SHEET 14 OF 15
1340.23
REVISION DATE
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
LC
LANE
7.5 GU
15 GU
0.5 GU
LC
LANE
30
GU
0.5 GU
6 GU
NOTES:HEIGHT
SHIELD
SHIELD WIDTH
HEIGHT
6" 15’-0" 6’-0" 7’-6"
8’-9"7’-0"17’-6"7"
10’-0"8’-0"20’-0"8"
(GU) SIZE
GRID UNIT
16
GU
30
GU
14
GU
MARKING
BLACK
MARKING
BLACK
7
GU
7
GU
2.67 GU 2.67 GU2.67 GU
0.67 GU 0.67 GU
12 GU
ON DARK PAVEMENT
SECONDARY ROUTE SHIELD
3 DIGITS VIRGINIA
ON LIGHT PAVEMENT
SECONDARY ROUTE SHIELD
4 DIGITS VIRGINIA
3 DIGITS 4 DIGITS
8
GU
8
GU
HEIGHT
7’-0" 1’-2"
8’-2"
9’-4"
NUMERAL DIMENSIONS
3 DIGITS 4 DIGITS
GU
2.33
GU
2.33
GU
2.33
GU
2.33
GU
0.583
GU
0.583
GU
0.583
8’-0" 1’-4"
9’-4"
10’-8" "311’-9
"311’-4"3
21’-6
"321’-6
NOTE 2)
WIDTH (SEE
NOTE 2)
WIDTH (SEE
WIDTH BY 4.
2. FOR THE NUMBER "1", DIVIDE NUMERAL
SHIELD AND NUMERIAL DIMENSIONS.
1. SEE TABLE FOR GRID UNIT (GU) SIZE AND
MARKING
WHITE
MARKING
WHITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
704
PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS
PM-10
ROUTE SHIELD DETAILS
ROAD AND BRIDGE STANDARDS
REVISION DATE
1340.24
SHEET 15 OF 15
NEW 01/15
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.